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COORDENADORIA DE ENGENHARIA CIVIL FERNANDO GURGEL FERREIRA GUILHERME CAMPOS WEISMANN LUIS MARCELO FRANCISCÃO PROJETO DE EDIFÍCIO RESIDENCIAL Sorocaba/SP 2015

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COORDENADORIA DE ENGENHARIA CIVIL

FERNANDO GURGEL FERREIRA

GUILHERME CAMPOS WEISMANN

LUIS MARCELO FRANCISCÃO

PROJETO DE EDIFÍCIO RESIDENCIAL

Sorocaba/SP

2015

FERNANDO GURGEL FERREIRA

GUILHERME CAMPOS WEISMANN

LUIS MARCELO FRANCISCÃO

PROJETO DE EDIFÍCIO RESIDENCIAL

Trabalho de Conclusão de Curso apresentado à Faculdade de Engenharia de Sorocaba, como exigência parcial para obtenção do Diploma em Graduação em Engenharia Civil.

Sorocaba/SP

2015

FICHA CATALOGRÁFICA

ELABORADA PELA “BIBLIOTECA FACENS”

F383p

Ferreira, Fernando Gurgel.

Projeto de edifício residencial / Fernando Gurgel Ferreira; Guilherme Campos

Weismann; Luis Marcelo Franciscão – Sorocaba, SP: [s.n], 2015

130f.; 29 cm.

Trabalho de Conclusão de Curso (Graduação) – Faculdade de Engenharia de

Sorocaba, Coordenadoria de Engenharia Civil – Curso de Engenharia Civil, 2015

Orientador: Prof. Paulo Sérgio de Souza Nogueira

Prof. Me. Wilson Tadeu Rosa Filho

Prof. Dr. José Antônio De Milito.

1. Edificio de apartamentos. 2. Engenharia Civil. I. Weismann, Guilherme

Campos. II. Franciscão, Luis Marcelo. III. Faculdade de Engenharia de Sorocaba.

IV. Título.

CDU 721

PROJETO DE EDIFÍCIO RESIDENCIAL

Trabalho de Conclusão de Curso apresentado à Faculdade de Engenharia de Sorocaba, como exigência parcial para obtenção do Diploma em Graduação em Engenharia Civil.

Comissão Examinadora:

Prof. Paulo Sérgio de Souza Nogueira

Prof. Me. Wilson Tadeu Rosa Filho

Coordenador:

Ass.: ______________________________________

Prof. Dr. José Antônio De Milito

Sorocaba/SP

2015

À Deus, que nos dá saúde para corrermos atrás de nossos sonhos. Às nossas famílias, que nos apoiam e confortam nos momentos difíceis. Aos amigos e namoradas, que estiveram ao nosso lado durante todo este tempo de desafio.

AGRADECIMENTOS

Certamente não conseguirei com palavras demonstrar a gratidão que sinto por todos os que

fizeram parte desta etapa tão importante para o meu crescimento pessoal.

Cada momento desta longa trajetória foi essencial para que tudo ocorresse a favor da

realização do sonho de me tornar Engenheiro Civil.

Agradeço aos que influenciaram diretamente nessa escolha e estiveram ao meu lado desde o

início, meus pais, Leila e Ronaldo e minha irmã, Renata. Sem me esquecer do apoio de outros

familiares.

Com igual relevância agradeço ao apoio contínuo da minha namorada Larissa e das amizades

feitas durante o curso, que dividiram comigo suas ideias e aprendizados, especialmente estes que

também realizaram este trabalho, Guilherme e Luís Marcelo.

O melhor que posso fazer para retribuir todo esse apoio e carinho é exercendo esta linda

profissão com ética, respeito e com a alegria que já está presente apenas por saber que esta nova

etapa começa agora.

Fernando Gurgel Ferreira

AGRADECIMENTOS

Agradeço em primeiro lugar a Deus, que me deu uma vida com saúde, me possibilitando correr

atrás dos meus sonhos.

Agradeço a meus pais, que me criaram com muito carinho, respeito, dedicação e sacrifício, e

me deram a base necessária para a realização deste sonho.

Agradeço à minha irmã, pela parceria e ajuda em todos os momentos que precisei, tanto na

casa, na faculdade e também no trabalho.

Agradeço à minha namorada, que me apoia em tudo que faço, e me faz acreditar em mim

mesmo todas as vezes que me sinto inseguro.

Agradeço às amizades que fiz durante o curso, que são muitas, e muito valiosas. É sempre

bom saber que existe muita gente boa no mundo, e que às vezes só nos falta a oportunidade de

conhecê-las.

Guilherme Campos Weismann

AGRADECIMENTOS

Quero agradecer, em primeiro lugar, a Deus, por sempre iluminar os meus caminhos e por me

dar força e coragem para encarar os desafios que estão por vir.

Aos meus pais, Sebastiana e Cláudio, que superando todas as dificuldades que a vida lhes

proporcionou, não mediram esforços para que eu tivesse condições de alcançar este tão sonhado

objetivo.

A minha futura esposa, Ana Letícia, que me apoiou em cada momento de dificuldade e que

comemorou comigo todas as minhas vitórias.

As minhas irmãs, Cristiane e Claudia, meu cunhado Renato, e meus sobrinhos, Leonardo,

Isabelle, Victor e Daniel, que nos momentos de minha ausência dedicados ao estudo superior, sempre

fizeram entender que o futuro é feito a partir da constante dedicação no presente.

Aos meus amigos da faculdade, em especial aos que desenvolveram este trabalho comigo,

Fernando e Guilherme, pois o auxílio e companheirismo de todos eles foram fundamentais para o meu

desenvolvimento acadêmico e pessoal.

A esta faculdade, sеυ corpo docente, direção е administração qυе oportunizaram а janela qυе

hoje vislumbro υm horizonte de crescimento e oportunidades.

A todos qυе direta оυ indiretamente fizeram parte dа minha formação, о mеυ muito obrigado.

Luis Marcelo Franciscão

Embora ninguém possa voltar atrás e fazer um novo

começo, qualquer um pode começar agora e fazer um

novo fim.

Chico Xavier

RESUMO

Ferreira, F. G. Weismann, G. C. Franciscão, L. M. Projeto de Edifício Residencial.

Sorocaba, 2015, ___ folhas. Trabalho de Conclusão de Curso (Graduação) – Curso

de Engenharia Civil, Faculdade de Engenharia de Sorocaba, 2015.

Buscando abranger todo conhecimento adquirido durante os cinco anos do curso de

Engenharia Civil, este trabalho aplica na prática diversas disciplinas estudadas.

Seguindo o plano diretor da Estância Turística de Ibiúna, foi adotado um terreno, num

bairro próximo ao centro da cidade, para que fosse construído um edifício residencial

de dois pavimentos, totalizando nove apartamentos, considerando o mercado

favorável para o ramo imobiliário neste município. Cada apartamento tipo possui dois

quartos, sendo uma suíte, sala, cozinha, lavanderia e banheiro social. O apartamento

localizado no térreo é adaptado para Portadores de Necessidades Especiais. A

edificação foi projetada atendendo todos os parâmetros do Código de Obras da

cidade, no que se refere a medidas, recuos, etc. logo após o projeto arquitetônico ser

concluído e aprovado, utilizando-se do software CAD/TQS, foi elaborado o projeto

estrutural na busca de um projeto seguro e viável economicamente. No Memorial

Descritivo encontram-se a forma de execução das atividades e também os materiais

a serem empregados na obra. O projeto em questão seguiu estritamente todas as

recomendações das normas brasileiras vigentes.

Palavras chave: Edifício. Residencial. Engenharia Civil.

ABSTRACT

Ferreira, F. G. Weismann, G. C. Franciscão, L. M. Residential Building Project.

Sorocaba, 2015, ___ leaves. Work Completion of Course (Graduation) – Civil

Engeneering Course, Faculdade de Engenharia de Sorocaba, 2015.

Looking for cover all knowledge acquired during the five years of the Civil Engineering

course, this work applies in practice various disciplines studied. Following the master

plan of Estância Turística de Ibiúna, a plot was adopted in the near neighborhood of

the city center, to be built a residential building with two floors, totaling nine apartments,

considering the favorable market for real estate business in this city. Each apartment

type has two bedrooms, one en suite, living room, kitchen, laundry and social

bathroom. The apartment located on the ground floor is adapted to Persons with

Special Needs. The building was designed taking into account all parameters of city

building codes, as regards the measures, retreats, etc. Right after the architectural

design is completed and approved, using CAD / TQS software, designed the structural

design in the pursuit of a safe, economically viable project. In the Descriptive Memorial

are a form of execution of the activities and also the materials to be used in the work.

The project involved strictly follows all recommendations of current Brazilian standards.

Keywords: Building. Residential. Civil Engeneering.

SUMÁRIO

1 INTRODUÇÃO -------------------------------------------------------------------------------- 14

2 MEMORIAL DESCRITIVO ----------------------------------------------------------------- 15

2.1 Serviços Preliminares ----------------------------------------------------------------------- 15 2.2 Locação da Obra ----------------------------------------------------------------------------- 15 2.3 Divisas ------------------------------------------------------------------------------------------ 16 2.4 Terraplenagem ------------------------------------------------------------------------------- 16 2.5 Fundação -------------------------------------------------------------------------------------- 16 2.6 Aço ---------------------------------------------------------------------------------------------- 17 2.7 Concreto --------------------------------------------------------------------------------------- 17 2.8 Fôrmas ----------------------------------------------------------------------------------------- 17 2.9 Armaduras ------------------------------------------------------------------------------------- 18 2.10 Concretagem ---------------------------------------------------------------------------------- 18 2.11 Vigas Baldrame------------------------------------------------------------------------------- 18 2.12 Alvenaria --------------------------------------------------------------------------------------- 19 2.12.1 Alvenaria interna ------------------------------------------------------------------------- 19 2.12.2 Alvenaria externa ------------------------------------------------------------------------ 19 2.13 Forros ------------------------------------------------------------------------------------------- 20 2.14 Telhado ----------------------------------------------------------------------------------------- 20 2.14.1 Calhas e rufos ---------------------------------------------------------------------------- 20 2.15 Revestimento --------------------------------------------------------------------------------- 21 2.15.1 Chapisco ----------------------------------------------------------------------------------- 21 2.15.2 Emboço ------------------------------------------------------------------------------------ 21 2.15.3 Reboco ------------------------------------------------------------------------------------- 21 2.16 Impermeabilização de Àreas Frias ------------------------------------------------------- 21 2.17 Revestimentos Cerâmicos ----------------------------------------------------------------- 22 2.17.1 Azulejos ------------------------------------------------------------------------------------ 22 2.17.2 Pisos ---------------------------------------------------------------------------------------- 22 2.18 Rodapés---------------------------------------------------------------------------------------- 22 2.19 Soleiras e Peitoris ---------------------------------------------------------------------------- 23 2.20 Esquadrias de Alumínio -------------------------------------------------------------------- 23 2.20.1 Portas -------------------------------------------------------------------------------------- 23 2.20.2 Janelas ------------------------------------------------------------------------------------- 23 2.20.3 Vitrôs --------------------------------------------------------------------------------------- 23 2.21 Vidros ------------------------------------------------------------------------------------------- 23 2.22 Instalações Hidráulicas e de Esgoto----------------------------------------------------- 24 2.23 Instalações Elétricas ------------------------------------------------------------------------ 24 2.24 Instalações Telefônicas --------------------------------------------------------------------- 25 2.25 SPDA ------------------------------------------------------------------------------------------- 25 2.26 Combate à Incêndio ------------------------------------------------------------------------- 25 2.27 Limpeza Geral da Obra --------------------------------------------------------------------- 26

3 PROJETO ESTRUTURAL ----------------------------------------------------------------- 27

3.1 Materiais --------------------------------------------------------------------------------------- 27 3.2 Memoriais de Cálculo ----------------------------------------------------------------------- 27 3.2.1 Vigas --------------------------------------------------------------------------------------- 27 3.2.1.1 Vigas da caixa -------------------------------------------------------------------------- 27 3.2.1.2 Vigas da cobertura -------------------------------------------------------------------- 30 3.2.1.3 Vigas do segundo pavimento ------------------------------------------------------- 44 3.2.1.4 Vigas do primeiro pavimento -------------------------------------------------------- 57 3.2.1.5 Vigas da fundação --------------------------------------------------------------------- 71 3.2.2 Lajes ---------------------------------------------------------------------------------------- 77 3.2.2.1 Lajes da caixa -------------------------------------------------------------------------- 77 3.2.2.2 Lajes da cobertura --------------------------------------------------------------------- 79 3.2.2.3 Lajes do segundo pavimento ------------------------------------------------------- 91 3.2.2.4 Lajes do primeiro pavimento ------------------------------------------------------- 103 3.2.3 Pilares ------------------------------------------------------------------------------------- 115 3.2.4 Blocos de Fundação ------------------------------------------------------------------- 155

4 CONCLUSÃO -------------------------------------------------------------------------------- 165

REFERÊNCIAS ---------------------------------------------------------------------------------- 166

ANEXOS -------------------------------------------------------------------------------------------- 167

14

1 INTRODUÇÃO

O presente trabalho de conclusão de curso apresenta o projeto e a construção

de um edifício residencial de dois pavimentos, provido de nove apartamentos com dois

quartos, sendo uma suíte, sala, cozinha, lavanderia e banheiro social. O apartamento

do térreo é adaptado para Portadores de Necessidades Especiais.

O grande desafio é projetar um edifício que seja economicamente viável e que

se encaixe em um terreno relativamente pequeno, com aproximadamente 450,00 m²,

e que respeite o código de obras do município, bem como as normas brasileiras

vigentes.

Neste volume serão apresentados os critérios para adoção do projeto

arquitetônico, os detalhes dos materiais e métodos de execução escolhidos, e estarão

anexos os projetos e detalhamentos de vigas, lajes, blocos e pilares.

15

2 MEMORIAL DESCRITIVO DOS SERVIÇOS

2.1 Serviços Preliminares

O primeiro passo é levar o projeto arquitetônico, o memorial descritivo e outros

documentos solicitados à Secretaria de Obras da cidade da obra, no caso a Estância

Turística de Ibiúna.

O terreno deve ser fechado com tapumes por se tratar de um terreno no meio

da cidade, e deve conter as placas de identificação da obra, contendo o nome do

Responsável Técnico e também o nome do empreendimento.

No terreno, deve ser executado sondagem, garantindo a adoção de um sistema

de fundação adequado para a estrutura.

Além dos tapumes, deve ser construída uma estrutura provisória que deverá

conter no mínimo: um cômodo para almoxarifado, um para escritório. Também conter

vestiários e banheiros, de acordo com o número de funcionários na obra.

Deve se solicitar também, logo no início da obra, a instalação de água fria,

esgoto e energia elétrica às concessionárias.

2.2 Locação da Obra

A locação da obra é marcar os primeiros limites da obra, como paredes, pilares,

muros, e etc. utilizando-se de linhas ou tábuas, dependendo do sistema adotado.

Para este tipo de obra, pode ser dispensado o auxílio do topógrafo, porém é

bastante utilizado.

O sistema adotado para esta obra é o sistema de gabaritos montados no

esquadro, respeitando 1 metro dos eixos das paredes externas.

16

2.3 Divisas

As divisas da obra serão muros com blocos de concreto 19x19x39. Os blocos

devem ser assentados em prumo e nível, deixando-se juntas verticais e horizontais

com espessuras de 1 centímetro. O blocos devem ser assentados com argamassa no

traço 1:0,5:8.

Devido ao corte do terreno, deverá ser construído nos fundos do terreno um

muro de arrimo, armado com aço CA-50.

A fundação dos muros de divisa será de brocas de concreto armado.

2.4 Terraplenagem

Terraplenar o terreno é deixá-lo pronto para a implantação do projeto.

Nesta obra, foi necessário fazer um corte de terra com compensação no próprio

terreno.

O corte e o aterro tiveram altura de aproximadamente 1,5 metros de altura.

O serviço foi executado em 3 dias, utilizando-se de escavadeira hidráulica de

15 toneladas.

2.5 Fundação

O sistema de fundação adotado para este projeto foi o de estacas de hélice

contínua.

Os pilares da estrutura vão descarregar seus esforços verticais nos blocos de

estacas.

As estacas serão escavadas por uma caminhão bate-estacas, que executa o

serviço e cobra por metro de estaca escavado, logo após o acerto do terreno pela

empresa de terraplenagem.

Para ancorar as estacas aos blocos, devem-se concretar as estacas até 25

17

centímetros acima do fundo dos blocos.

Toda fundação deve seguir rigorosamente o projeto executivo, a fim de garantir

a segurança da obra.

As estacas serão armadas com aço CA-50, e o concreto a ser utilizado é

usinado, com Fck 25, e deverão ser retirados amostras para moldagem de corpos de

prova para ensaio e teste da resistência do concreto.

Para impedir que a armadura da fundação fique em contato com o solo, deve

ser executado um lastro de concreto de 5 centímetro.

2.6 Aço

Todo aço que será utilizado na obra deverá ser da marca Gerdau, pela

qualidade conhecida e comprovada.

2.7 Concreto

O concreto utilizando na obra deverá ter Fck mínimo de 25 P Mpa, deverá ter

uma relação água-cimento de no máximo 0,6 e um abatimento de 13 + - 2 cm.

Todo concreto deve ser comprado da empresa Extrabase, que é referência no

ramo de concreteiras.

Para ensaiar os corpos de prova, deverá ser contratada a empresa Lemat, que

é confiável e tem bons preços no mercado.

2.8 Fôrmas

Para executar a concretagem de todas as etapas da obra, inclusive fundação,

deverão ser utilizadas fôrmas de tábuas de madeira, seguindo projeto executivo

fornecido pelo projetista.

18

Instantes antes das concretagens, devem ser umedecidas para garantir-se que

elas não absorvam água de amassamento do concreto, o que prejudicaria a qualidade

do mesmo. As formas deverão ser retiradas com, no mínimo, 28 dias, que representa

o tempo de cura do concreto utilizado.

Para segurar as fôrmas, serão utilizadas longarinas, barrotes, tirantes e escoras

metálicas, providas, quando da necessidade, de rosca, para um melhor

posicionamento das peças.

2.9 Armaduras

As armaduras deverão ter um recobrimento mínimo de 3 centímetros, a fim de

garantir a não corrosão das mesmas.

O projetista deverá especificar no projeto executivo as bitolas, amarração e etc.

das armaduras, e o engenheiro da obra será responsável pelo seguimento estrito do

projeto.

2.10 Concretagem

Após a conferência das armaduras e das fôrmas, a concretagem pode ser

liberada. Esta deve ser muito bem programada, para se evitar defeitos, interrupções

e desperdício. Para adensar o concreto, serão utilizados vibradores de imersão.

2.11 Vigas Baldrame

São as vigas que regularizam nível e prumo das fundações, e servem de base

para a alvenaria.

Devem ser impermeabilizadas utilizando-se de mantas para evitar a passagem

de umidade para o piso.

19

2.12 Alvenaria

A alvenaria desta obra tem função apenas de vedação. As paredes internas e

externas terão espessuras diferentes, devido a atuação de cada uma delas.

2.12.1 Alvenaria interna

A alvenaria interna terá espessura de 14 centímetros, pois o bloco utilizado será

o 14x19x39. Esta alvenaria se limitará à altura do forro.

A amarração com as paredes externas deverá ser feita com tela metálica nas

juntas das fiadas.

Todos os blocos deverão ter resistência mínima de 3 Mpa, e algumas amostras

deverão ser ensaiadas por laboratório.

Nos vãos de portas deverão ser utilizadas vergas, feitas com blocos canaleta

preenchido com concreto e com 2 barras de 12 mm de diâmetro. As vergas deverão

passar 50 centímetros dos limites dos vãos, para cada lado.

2.12.2 Alvenaria externa

A alvenaria externa terá função apenas de vedação, e deverá ser executada

com blocos de concreto com dimensões 19x19x39, e deverão ser assentados com

argamassa no traço 1:0,5:8. As juntas deverão ter espessura de aproximadamente 1

centímetro, e os blocos devem ser assentados em prumo e nível.

Esta alvenaria deverá ir até a altura da parte de baixo da viga do pavimento

superior, e a amarração dos blocos deverá ser feita com tela metálica na junta de

todas as fiadas que estão encostadas aos pilares e vigas.

Os blocos deverão ser ensaiados opor um laboratório contratado, e ter uma

resistência mínima à compressão de 3 Mpa, e devem ser comprados de empresas

confiáveis e que são referências no mercado de blocos.

Todos os vãos de portas e janelas deverão ter vergas e contravergas, feitas

com blocos do tipo canaleta preenchido com concreto e com 2 barras metálicas de 12

mm cada.

20

As vergas e contravergas deverão ultrapassar em 50 centímetros para cada

lado dos vãos das portas e janelas, a menos que uma parede limite esta distância.

2.13 Forros

Os forros de todos os pavimentos deverão ser de placas de gesso anti-chamas,

para esconder as tubulações de esgoto, e também as vigas da laje.

As placas devem ser fixadas através de pinos batidos à pistola de pólvora e

arames galvanizados.

2.14 Telhado

O telhado será feito em estrutura metálica, e esta deve ser projetada e fabricada

por uma empresa especializada para que não hajam complicações na hora da

execução.

As telhas serão do tipo trapezoidal termo-acústica, de qualquer marca que

obedeça à norma.

2.14.1 Calhas e rufos

Serão utilizadas para transportar as águas pluviais coletadas pelo telhado para

o descarte até o térreo, e depois ao coletor primário, na rua.

Os tubos verticais serão de PVC e devem ter as dimensões mencionadas no

projeto do telhado.

Os rufos deverão ter pingadeiras, e todo material utilizado deverá ter proteção

anti-corrosão.

21

2.15 Revestimento

2.15.1 Chapisco

O chapisco deverá ser executado sempre que houver a necessidade de

rebocar, tendo a função de melhorar a aderência da argamassa na parede. O chapisco

deverá ser feito com areia grossa no traço 1:3.

2.15.2 Emboço

O emboço deverá ser feito no traço 1:2:8 (cimento, cal e areia média). Nos

locais em contato com o solo, o traço deve ser de cimento e areia, apenas, no traço

de 1:4. Deve-se respeitar o tempo de 7 dias para a cura do emboço.

2.15.3 Reboco

O reboco deverá ser aplicado em todas as paredes internas e externas, sendo

o último acabamento antes da pinturas.

Deverá ser feito com argamassa pré-fabricada, e o tempo de cura é de 28 dias.

2.16 Impermeabilização de Áreas Frias

Todas as áreas frias, como banheiros, cozinhas e vestiários deverão ser

impermeabilizadas para não haver a infiltração de água na laje, provocando goteiras

nos pavimentos inferiores.

Ao executar a impermeabilização, deve-se colocar telas nos encontros entre

parede e piso, de modo a não haver a infiltração por baixo da parede.

Todos os locais impermeabilizados devem passar por teste de estanqueidade

de, no mínimo 48 horas. Caso haja algum vazamento, o reparo deve ser feito

imediatamente e ser novamente testado.

2.17 Revestimentos Cerâmicos

22

2.17.1 Azulejos

Todos os banheiro deverão ser revestidos com azuleja branco, de dimensão

25x35cm, de classe A, e deverão ser assentados com argamassa industrializada e

rejuntados com rejunte industrializado, na cor branca.

Deve se evitar que se criem partes ocas no azulejo, preenchendo todas as

peças com argamassa no local de contato com a parede. A planicidade do

assentamento deve ser aferida com régua de alumínio, e não devem haver desvios

superiores a 2 mm.

Em um mesmo banheiro deve ser utilizado somente azulejo do mesmo lote,

para que não haja diferença de tonalidade entre as peças.

As juntas, tanto horizontais quando verticais, deverão ser uniformes, que

espessura de 3 mm.

2.17.2 Pisos

Os pisos serão assentados com cimento-cola, pelo sistema de jutas e prumo,

com rejuntamento de pasta rejunte colorido, as espessura das juntas devem seguir a

recomendação do fabricante.

Todos os pisos devem ser submetidos as triagem por bitolas.

O piso dos quartos e áreas comuns devem ser de porcelanato, de primeira

qualidade.

Nas áreas frias, o piso deve ser assentado respeitando a queda para o ralo de

no mínimo 1%.

2.18 Rodapés

Os rodapés devem ser executados com o mesmo material do piso usado em

cada ambiente com largura de 7 centímetros, menos nas paredes que serão

revestidas com azulejos.

2.19 Soleiras e Peitoris

23

As soleiras e peitoris serão de granito e devem respeitar as larguras das

paredes e dos batentes.

2.20 Esquadrias de Alumínio

2.20.1 Portas

Serão adquiridas sob encomenda, com textura lisa e pintura definitiva na cor

preta, e as dimensões estão especificadas em projeto.

2.20.2 Janelas

Todas as janelas serão em alumínio, e também adquiridas com pintura

definitiva na cor preta, seguindo as dimensões do projeto.

2.20.3 Vitrôs

Seguirão o padrão das janelas, tipo máximo ar.

2.21 Vidros

Será utilizado vidro com a espessura de 4 milímetros.

Para fixá-los, será usada a massa de vidraceiro, aplicada em duas demãos,

pelos dois lados do rebaixo, com acabamento liso, para que não haja vazios entre as

esquadrias e o vidros.

2.22 Instalações Hidráulicas e de Esgoto

24

Todas as tubulações devem seguir estritamente o projeto hidráulico, a fim de

garantir a segurança e funcionamento dos sistemas.

O material utilizado será o PVC.

Deverão ser instalados registros gerais separados em cada apartamento, que

possa ser fechado em caso de necessidade de manutenção, para que não se afete

os demais apartamentos. As instalações hidro-sanitárias deverão ser feitas em

conformidade com a NBR vigente e as normas da concessionária local.

Cada apartamento terá um ramal de esgoto que despejará seus resíduos em

uma prumada geral. Nos ramais serão instalados tubos de ventilação nos banheiros.

Toda tubulação de esgoto deverá despejar seus efluentes em caixas de

inspeção no solo.

A tubulação da cozinha contará com uma caixa de gordura antes de ir até as

caixas de inspeção.

Na caixa d’água deverá ser instalado extravasor que conduzirá a água para a

parte externa do prédio caso haja um excesso.

Serão utilizada duas caixas d’água, sendo um reservatório superior, que

abrigará 40% do volume de água consumido diariamente mais a reserva de incêndio,

e um reservatório inferior, que abrigará 60% da água utilizada, que será recalcada

através de bombas que serão revezadas, de 3 cv de potência cada.

2.23 Instalações Elétricas

Todos os materiais utilizados e equipamentos elétricos deverão ser certificados

pelo INMETRO.

Cada apartamento deverá ter seu próprio disjuntor geral, como no mínimo

quatro circuitos, sendo um para o chuveiro, um para iluminação , outra para tomadas

e um dedicado para o aparelho de ar-condicionado. Os circuitos deverão ser

dimensionados de forma independente, onde deverá ser considerada a NBR 5410 no

projeto e execução das instalações.

A execução de aterramento é indispensável para garantir a segurança dos

25

moradores.

A ligação com a rede pública deve atender o que é solicitado pela prefeitura e

pelas concessionárias. Os pontos de luz, tomada, interruptores e etc. devem ser

posicionados estritamente onde manda o projeto elétrico.

A iluminação interna será feita com lâmpadas fluorescentes e a externa

possuirá refletores, postes e arandelas.

2.24 Instalações Telefônicas

Todos os apartamentos deverão conter um ponto para telefone, no mínimo, e

um para interfone com a portaria. Esta instalação deverá ser feita por uma equipe

especializada devido à complexidade das ligações.

2.25 SPDA

Deverá ser executado conforme exigência do corpo de bombeiros da cidade,

sendo este conferido pelos mesmos.

2.26 Combate à Incêndio

As instalações de combate à incêndio deverão estar de acordo com projeto

aprovado pelo corpo de bombeiros da cidade. Os pavimentos contarão com dois

hidrantes cada, e no térreo haverá também um hidrante.

As tubulações de incêndio deverão ser todas de material galvanizado, por

serem capazes de resistir à chamas.

As escadas foram projetadas com 3 unidades de passagem, para melhor e mais

rápida evacuação do prédio em caso de incêndio. Deverão ser instaladas iluminações

de emergência juntamente com placas que servirão para indicar a rota de fuga.

26

As portas deverão sempre abrir para fora, e deverão ser do tipo corta-fogo.

2.27 Limpeza Geral da Obra

Durante a obra, deverá ser retirado todo acúmulo de entulho que ocupe ao

menos uma caçamba de 3 metros cúbicos, e este deve ser destinado para locais

específicos e certificados.

Deverá ser separado todo material reciclável para que haja a destinação

correta.

27

3 PROJETO ESTRUTURAL

Este memorial contempla o cálculo e a verificação das estruturas de concreto

armado que foram utilizadas na obra.

Após a definição do projeto arquitetônico, foi feito um pré-dimensionamento das

vigas e pilares para o projeto estrutural da edificação. Todas as considerações feitas

no pré-dimensionamento atenderam às normas da NBR 6118.

Para este pré-dimensionamento utilizamos a espessura das paredes com a

largura dos pilares, e um décimo do vão para a altura das vigas.

3.1 Materiais

Concreto estrutural com Fck 25 Mpa

Concreto Magro com Fck 10 Mpa

Aço CA-50 com fyk 500 Mpa

Relação água/cimento 0,5

3.2 Memoriais de Cálculo

3.2.1 Vigas

3.2.1.1 Vigas da caixa

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300

T Q S Projeto: 0006 - Caixa 14/01/16

CAD/Vigas 18:28:50

-----------------------------------------------------------------------------------------------------------------------------------

fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos

Viga= 401 V401 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= 1.37 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 1.37

2- Reac.Ind. PMax= .33 PMin= .05 Aplic.= .07 Bw Ap= .14 D.Ver= .40 Viga= 404 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.40 -SRAS- [ 2 B 10.0mm] | Flecha = .3

BAL.ESQ | x/d = .10 | AsL= .00 -Arm.Lat.=[ 2 X 2 B 4.2mm] | Flecha Adm.= .9

[tf,cm] | M[-]Min= 148.1 - x/dMx =1.00 | Bit.de Fiss.= 1.0 | % Baric.Armad.= 1

28

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 127. 1.33 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .3

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 127. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .12

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.0 tf* m | M.[+] Max= .2 tf* m - Abcis.= 160 | M.[-] = .9 tf* m

[tf,cm]| As = 1.40 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.38 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = 1.13 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 126.5 | Bit.Fiss.= 30.5 M[+]Min= 85.8 | Bit.Fiss.= 1.0 M[-]Min= 126.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 1.45 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 301. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 1.32 /B= .14 /H= .40 /BCs= .40 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 1.32

2- Reac.Ind. PMax= .36 PMin= .08 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 408 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.38 -SRAS- [ 2 B 10.0mm] | Flecha = .2

BAL.DIR | x/d = .10 | AsL= .00 -Arm.Lat.=[ 2 X 2 B 4.2mm] | Flecha Adm.= .9

[tf,cm] | M[-]Min= 145.5 - x/dMx =1.00 | Bit.de Fiss.= 1.0 | % Baric.Armad.= 1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 123. 1.35 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .4

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 123. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .12

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.805 1.389 .19 .00 1 P13 .00 .00 13 0 0 0 0 0

2 1.772 1.369 .19 .00 1 P14 .00 .00 14 0 0 0 0 0

==================================================================================================================================

Viga= 402 V402 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.75 /B= .14 /H= .40 /BCs= 1.29 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .85 PMin= .85 Inicio= .00 Compr= 5.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.2 tf* m | M.[+] Max= 2.8 tf* m - Abcis.= 287 | M.[-] = 1.1 tf* m

[tf,cm]| As = 1.67 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= 1.7 | As = 1.19 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .12 | As = 2.60 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .09

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 175.0 | Bit.Fiss.= 1.7 M[+]Min= 105.9 | Bit.Fiss.= 1.0 M[-]Min= 126.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 556. 3.64 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.595 2.310 .19 .00 1 P18 .00 .00 18 0 0 0 0 0

2 2.566 2.281 .19 .00 1 P19 .00 .00 19 0 0 0 0 0

==================================================================================================================================

Viga= 403 V403 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= 1.37 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .46 PMin= .46 Inicio= .00 Compr= 1.37

2- Reac.Ind. PMax= .37 PMin= .12 Aplic.= .07 Bw Ap= .14 D.Ver= .40 Viga= 404 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.40 -SRAS- [ 2 B 10.0mm] | Flecha = .3

BAL.ESQ | x/d = .10 | AsL= .00 - | Flecha Adm.= .9

[tf,cm] | M[-]Min= 148.1 - x/dMx =1.00 | Bit.de Fiss.= 1.0 | % Baric.Armad.= 3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 127. 1.35 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .4

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 127. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .10

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .57 PMin= .56 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.1 tf* m | M.[+] Max= .2 tf* m - Abcis.= 160 | M.[-] = 1.0 tf* m

[tf,cm]| As = 1.69 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.69 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = 1.42 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 175.2 | Bit.Fiss.= 36.2 M[+]Min= 93.3 | Bit.Fiss.= 1.0 M[-]Min= 175.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 1.71 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 1.32 /B= .14 /H= .40 /BCs= .40 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .46 PMin= .46 Inicio= .00 Compr= 1.32

2- Reac.Ind. PMax= .40 PMin= .14 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 408 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.38 -SRAS- [ 2 B 10.0mm] | Flecha = .3

BAL.DIR | x/d = .10 | AsL= .00 - | Flecha Adm.= .9

29

[tf,cm] | M[-]Min= 145.5 - x/dMx =1.00 | Bit.de Fiss.= 1.0 | % Baric.Armad.= 3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 123. 1.36 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .4

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 123. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .10

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.001 1.541 .19 .00 1 P23 .00 .00 23 0 0 0 0 0

2 1.941 1.495 .19 .00 1 P24 .00 .00 24 0 0 0 0 0

==================================================================================================================================

Viga= 404 V404 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.44 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .37 PMin= .37 Inicio= .00 Compr= 2.44

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .0 tf* m | M.[+] Max= .2 tf* m - Abcis.= 107 | M.[-] = .8 tf* m

[tf,cm]| As = .00 -SRAS- [ 0 B 6.3mm] | AsL= .00 ------ Flecha= .0 | As = 1.20 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .00 | As = 1.14 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 83.7 | Bit.Fiss.= 43.7 M[+]Min= 85.4 | Bit.Fiss.= 1.0 M[-]Min= 124.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 226. 1.12 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 226. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.44 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .40 PMin= .40 Inicio= .00 Compr= 2.45

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.1 tf* m | M.[+] Max= .2 tf* m - Abcis.= 171 | M.[-] = .0 tf* m

[tf,cm]| As = 1.20 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .0 | As = .00 -SRAS- [ 0 B 6.3mm]

| AsL= .00 ------ x/d = .08 | As = 1.14 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .00

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 124.1 | Bit.Fiss.= 45.6 M[+]Min= 85.4 | Bit.Fiss.= 50.0 M[-]Min= 83.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 226. 1.31 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 226. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .15

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .368 .117 .14 .00 2 V403 .00 .00 0 0 0 0 0 0

2 1.558 1.333 .50 .13 1 P18 .00 .00 18 0 0 0 0 0

3 .327 .048 .14 .00 2 V401 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 405 V405 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .32 PMin= .32 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .4 tf* m - Abcis.= 160 | M.[-] = .1 tf* m

[tf,cm]| As = .92 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = .92 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.32 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 86.8 | Bit.Fiss.= 10.9 M[+]Min= 91.2 | Bit.Fiss.= 50.0 M[-]Min= 86.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. .78 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .557 .470 .14 .00 2 V406 .00 .00 0 0 0 0 0 0

2 .551 .464 .14 .00 2 V407 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 406 V406 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .88 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .87 Compr= .38

2- Parc.Dist.PMax= .18 PMin= .17 Inicio= .00 Compr= .87

3- Reac.Ind. PMax= .56 PMin= .47 Aplic.= .07 Bw Ap= .14 D.Ver= .40 Viga= 405 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.15 -SRAS- [ 2 B 10.0mm] | Flecha = .1

BAL.ESQ | x/d = .08 | AsL= .00 -Arm.Lat.=[ 2 X 2 B 5.0mm] | Flecha Adm.= .6

[tf,cm] | M[-]Min= 121.8 - x/dMx = .50 | Bit.de Fiss.= 2.5 | % Baric.Armad.= 1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 75. .98 21.87 2 45. .0 1.4 2.4 6.3 20.0 2 .0 .6

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 75. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .24

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= .75 /B= .14 /H= .40 /BCs= .20 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Distr. PMax= .01 PMin= .00

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .9 tf* m | M.[+] Max= .0 tf* m - Abcis.= 75 | M.[-] = .0 tf* m

[tf,cm]| As = 1.15 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .0 | As = .09 -SRAS- [ 2 B 6.3mm]

| AsL= .00 ------ x/d = .08 | As = .92 -STAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .00

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .3 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 87.7 | Bit.Fiss.= 50.0 M[+]Min= 76.5 | Bit.Fiss.= 50.0 M[-]Min= 70.4

30

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 50. .00 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .697 .610 .25 .00 1 P23 .00 .00 23 0 0 0 0 0

2 .000 .000 .25 .00 1 P23 .00 .00 23 0 0 0 0 0

==================================================================================================================================

Viga= 407 V407 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .88 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .87 Compr= .38

2- Parc.Dist.PMax= .19 PMin= .19 Inicio= .00 Compr= .87

3- Reac.Ind. PMax= .55 PMin= .46 Aplic.= .07 Bw Ap= .14 D.Ver= .40 Viga= 405 Apoio= 2

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.15 -SRAS- [ 2 B 10.0mm] | Flecha = .1

BAL.ESQ | x/d = .08 | AsL= .00 -Arm.Lat.=[ 2 X 2 B 4.2mm] | Flecha Adm.= .6

[tf,cm] | M[-]Min= 121.8 - x/dMx = .50 | Bit.de Fiss.= 2.6 | % Baric.Armad.= 1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 75. .98 21.87 2 45. .0 1.4 2.2 6.3 20.0 2 .0 .6

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 75. .12 .66 5 5.1 5.1 31.1 .8 1.1 .0 .3 .22

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= .75 /B= .14 /H= .40 /BCs= .20 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Distr. PMax= .01 PMin= .00

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .9 tf* m | M.[+] Max= .0 tf* m - Abcis.= 75 | M.[-] = .0 tf* m

[tf,cm]| As = 1.15 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .0 | As = .09 -SRAS- [ 2 B 6.3mm]

| AsL= .00 ------ x/d = .08 | As = .92 -STAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .00

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .3 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 87.7 | Bit.Fiss.= 50.0 M[+]Min= 76.5 | Bit.Fiss.= 50.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 50. .00 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .700 .613 .25 .00 1 P24 .00 .00 24 0 0 0 0 0

2 .000 .000 .25 .00 1 P24 .00 .00 24 0 0 0 0 0

==================================================================================================================================

Viga= 408 V408 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.44 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .37 PMin= .37 Inicio= .00 Compr= 2.44

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .0 tf* m | M.[+] Max= .2 tf* m - Abcis.= 107 | M.[-] = .8 tf* m

[tf,cm]| As = .00 -SRAS- [ 0 B 6.3mm] | AsL= .00 ------ Flecha= .1 | As = 1.20 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .00 | As = 1.14 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 83.7 | Bit.Fiss.= 33.1 M[+]Min= 85.4 | Bit.Fiss.= 1.1 M[-]Min= 124.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 226. 1.08 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 226. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.44 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .40 PMin= .40 Inicio= .00 Compr= 2.45

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.0 tf* m | M.[+] Max= .2 tf* m - Abcis.= 171 | M.[-] = .0 tf* m

[tf,cm]| As = 1.20 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .0 | As = .00 -SRAS- [ 0 B 6.3mm]

| AsL= .00 ------ x/d = .08 | As = 1.14 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .00

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 124.1 | Bit.Fiss.= 45.6 M[+]Min= 85.4 | Bit.Fiss.= 50.0 M[-]Min= 83.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 226. 1.27 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 226. .06 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .15

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .396 .140 .14 .00 2 V403 .00 .00 0 0 0 0 0 0

2 1.513 1.262 .50 .13 1 P19 .00 .00 19 0 0 0 0 0

3 .362 .078 .14 .00 2 V401 .00 .00 0 0 0 0 0 0

==================================================================================================================================

3.2.1.2 Vigas da cobertura

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300

T Q S Projeto: 0005 - Cobertura 14/01/16

CAD/Vigas 18:28:49

-----------------------------------------------------------------------------------------------------------------------------------

fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos

Viga= 301 V301 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

31

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= .6 tf* m - Abcis.= 88 | M.[-] = .9 tf* m

[tf,cm]| As = 1.31 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.38 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .09 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 138.4 | Bit.Fiss.= 4.0 M[+]Min= 89.2 | Bit.Fiss.= 1.0 M[-]Min= 146.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 1.69 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .9 tf* m | M.[+] Max= .2 tf* m - Abcis.= 183 | M.[-] = .7 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.47 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 32.6 M[+]Min= 91.6 | Bit.Fiss.= 1.4 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 1.61 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .49 PMin= .49 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= .3 tf* m - Abcis.= 213 | M.[-] = .7 tf* m

[tf,cm]| As = 1.21 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.21 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .09 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .09

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 128.3 | Bit.Fiss.= 17.2 M[+]Min= 85.8 | Bit.Fiss.= 1.5 M[-]Min= 128.3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 1.38 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 301. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= .2 tf* m - Abcis.= 91 | M.[-] = .8 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.47 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 154.7 | Bit.Fiss.= 40.6 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 1.55 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .47 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.0 tf* m | M.[+] Max= .7 tf* m - Abcis.= 266 | M.[-] = .6 tf* m

[tf,cm]| As = 1.38 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.15 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 146.1 | Bit.Fiss.= 3.4 M[+]Min= 89.2 | Bit.Fiss.= 1.8 M[-]Min= 122.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 1.75 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .09

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .986 .481 .19 .00 1 P1 .00 .00 1 0 0 0 0 0

2 1.920 1.846 .19 .00 1 P2 .00 .00 2 0 0 0 0 0

3 1.606 1.523 .19 .00 1 P3 .00 .00 3 0 0 0 0 0

4 1.617 1.535 .19 .00 1 P4 .00 .00 4 0 0 0 0 0

5 1.917 1.844 .19 .00 1 P5 .00 .00 5 0 0 0 0 0

6 .943 .438 .19 .00 1 P6 .00 .00 6 0 0 0 0 0

==================================================================================================================================

Viga= 302 V302 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .69 PMin= .69 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

32

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .9 tf* m - Abcis.= 147 | M.[-] = .5 tf* m

[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 2.03 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.64 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 49.1 M[-]Min= 105.9 | Bit.Fiss.= 4.0 M[+]Min= 97.0 | Bit.Fiss.= 2.4 M[-]Min= 208.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 1.92 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .10

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= 1.16 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .5 tf* m | M.[+] Max= .8 tf* m - Abcis.= 160 | M.[-] = .1 tf* m

[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = .98 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 2.3 M[-]Min= 181.9 | Bit.Fiss.= 3.2 M[+]Min= 94.1 | Bit.Fiss.= 50.0 M[-]Min= 98.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 2.50 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.129 1.077 .14 .00 2 V320 .00 .00 0 0 0 0 0 0

2 3.116 3.099 .14 .00 2 V322 .00 .00 0 0 0 0 0 0

3 1.464 1.416 .14 .00 2 V324 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 303 V303 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= 1.16 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .8 tf* m - Abcis.= 114 | M.[-] = .5 tf* m

[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.76 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 98.2 | Bit.Fiss.= 3.2 M[+]Min= 94.1 | Bit.Fiss.= 2.5 M[-]Min= 181.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 2.49 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .69 PMin= .69 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .5 tf* m | M.[+] Max= .9 tf* m - Abcis.= 207 | M.[-] = .1 tf* m

[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.02 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 1.64 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 208.8 | Bit.Fiss.= 3.9 M[+]Min= 97.0 | Bit.Fiss.= 50.0 M[-]Min= 105.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 1.93 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .10

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.471 1.424 .14 .00 2 V325 .00 .00 0 0 0 0 0 0

2 3.111 3.094 .14 .00 2 V328 .00 .00 0 0 0 0 0 0

3 1.127 1.074 .14 .00 2 V329 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 304 V304 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.09 PMin= 1.09 Inicio= .00 Compr= 3.20

2- Concentr. PMax= .02 PMin= .02 Aplic.= 1.60 Bw Ap= .00 D.Ver= .00

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 160 | M.[-] = .2 tf* m

[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = .97 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.61 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07

| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 19.9 M[-]Min= 99.2 | Bit.Fiss.= 1.4 M[+]Min= 99.5 | Bit.Fiss.= 26.2 M[-]Min= 99.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 2.54 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.809 1.710 .14 .00 2 V324 .00 .00 0 0 0 0 0 0

2 1.795 1.696 .14 .00 2 V325 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 305 V305 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

33

[tf,m] 1- Parc.Dist.PMax= .71 PMin= .71 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .8 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 177 | M.[-] = .7 tf* m

[tf,cm]| As = 1.60 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.31 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 168.2 | Bit.Fiss.= 3.2 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 138.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 2.22 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .11

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.587 .967 .19 .00 1 P11 .00 .00 11 0 0 0 0 0

2 1.553 .934 .19 .00 1 P12 .00 .00 12 0 0 0 0 0

==================================================================================================================================

Viga= 306 V306 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .71 PMin= .71 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .8 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 177 | M.[-] = .7 tf* m

[tf,cm]| As = 1.31 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.31 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .09 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 138.4 | Bit.Fiss.= 3.2 M[+]Min= 100.3 | Bit.Fiss.= 1.1 M[-]Min= 138.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 2.24 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .11

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.601 .981 .19 .00 1 P15 .00 .00 15 0 0 0 0 0

2 1.525 .906 .19 .00 1 P16 .00 .00 16 0 0 0 0 0

==================================================================================================================================

Viga= 307 V307 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.17 PMin= 1.17 Inicio= .00 Compr= 1.45

2- Parc.Dist.PMax= 1.27 PMin= 1.26 Inicio= 1.45 Compr= 1.30

3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.08 PMin= .35 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 323 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .8 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 137 | M.[-] = 1.8 tf* m

[tf,cm]| As = 1.15 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.76 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .08 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 118.9 | Bit.Fiss.= 1.3 M[+]Min= 94.2 | Bit.Fiss.= 1.2 M[-]Min= 173.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 4.25 21.87 2 45. .3 1.4 1.4 4.2 17.5 2 .0 .7

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .26

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.20 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.28 PMin= 1.28 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.8 tf* m | M.[+] Max= .5 tf* m - Abcis.= 160 | M.[-] = 1.6 tf* m

[tf,cm]| As = 1.73 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.59 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.30 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 167.2 | Bit.Fiss.= 5.9 M[+]Min= 93.4 | Bit.Fiss.= 1.1 M[-]Min= 167.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 3.40 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.27 PMin= 1.27 Inicio= .00 Compr= 1.25

2- Parc.Dist.PMax= 1.17 PMin= 1.17 Inicio= 1.25 Compr= 1.50

3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.11 PMin= .38 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 326 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 137 | M.[-] = .7 tf* m

[tf,cm]| As = 1.93 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.15 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 173.7 | Bit.Fiss.= 1.4 M[+]Min= 94.2 | Bit.Fiss.= 1.4 M[-]Min= 118.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 4.46 21.87 2 45. .5 1.4 1.4 4.2 17.5 2 .0 .7

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .28

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.250 1.422 .19 .00 1 P12 .00 .00 12 0 0 0 0 0

2 4.932 4.496 .19 .00 0 P13 .00 .00 13 0 0 0 0 0

3 4.976 4.529 .19 .00 0 P14 .00 .00 14 0 0 0 0 0

4 2.136 1.333 .19 .00 1 P15 .00 .00 15 0 0 0 0 0

34

==================================================================================================================================

Viga= 308 V308 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.70 PMin= 1.70 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 160 | M.[-] = .1 tf* m

[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = .97 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 2.01 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 22.6 M[-]Min= 99.2 | Bit.Fiss.= 1.4 M[+]Min= 99.5 | Bit.Fiss.= 29.2 M[-]Min= 99.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 3.89 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.775 2.677 .14 .00 2 V324 .00 .00 0 0 0 0 0 0

2 2.763 2.665 .14 .00 2 V325 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 309 V309 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .70 PMin= .70 Inicio= .00 Compr= 5.02

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.1 tf* m | M.[+] Max= 1.9 tf* m - Abcis.= 293 | M.[-] = 1.5 tf* m

[tf,cm]| As = 1.56 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= 1.0 | As = 1.56 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 2.35 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .11

| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.0 M[-]Min= 163.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 484. 2.91 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 484. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.046 1.452 .19 .00 1 P17 .00 .00 17 0 0 0 0 0

2 2.081 1.487 .19 .00 0 P18 .00 .00 18 0 0 0 0 0

==================================================================================================================================

Viga= 310 V310 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .70 PMin= .70 Inicio= .00 Compr= 5.02

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.6 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 209 | M.[-] = 1.0 tf* m

[tf,cm]| As = 1.97 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.0 | As = 1.56 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 2.35 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .11

| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 202.3 | Bit.Fiss.= 2.1 M[+]Min= 104.3 | Bit.Fiss.= 1.0 M[-]Min= 163.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 484. 2.98 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 484. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.124 1.531 .19 .00 0 P19 .00 .00 19 0 0 0 0 0

2 1.997 1.403 .19 .00 1 P20 .00 .00 20 0 0 0 0 0

==================================================================================================================================

Viga= 311 V311 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .63 PMin= .63 Inicio= .00 Compr= 1.45

2- Parc.Dist.PMax= .71 PMin= .71 Inicio= 1.45 Compr= 1.30

3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.21 PMin= .53 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 323 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .8 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 160 | M.[-] = 1.3 tf* m

[tf,cm]| As = 1.15 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.37 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .08 | As = 1.53 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .6 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 118.9 | Bit.Fiss.= 1.5 M[+]Min= 97.7 | Bit.Fiss.= 1.0 M[-]Min= 141.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 3.10 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .8

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .19

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.008 .950 .19 .00 1 P22 .00 .00 22 0 0 0 0 0

2 2.215 1.022 .19 .00 0 P23 .00 .00 23 0 0 0 0 0

==================================================================================================================================

Viga= 312 V312 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 8 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .72 PMin= .72 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

35

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= .9 tf* m - Abcis.= 240 | M.[-] = 1.2 tf* m

[tf,cm]| As = 1.30 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.27 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .09 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .09

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 134.1 | Bit.Fiss.= 2.4 M[+]Min= 91.1 | Bit.Fiss.= 1.0 M[-]Min= 134.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 2.54 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.812 .601 .19 .00 0 P23 .00 .00 23 0 0 0 0 0

2 1.703 .492 .19 .00 0 P24 .00 .00 24 0 0 0 0 0

==================================================================================================================================

Viga= 313 V313 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .72 PMin= .72 Inicio= .00 Compr= 1.25

2- Parc.Dist.PMax= .63 PMin= .63 Inicio= 1.25 Compr= 1.50

3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.23 PMin= .55 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 326 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 114 | M.[-] = .7 tf* m

[tf,cm]| As = 1.58 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.15 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.53 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .6 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 163.2 | Bit.Fiss.= 1.6 M[+]Min= 97.7 | Bit.Fiss.= 1.3 M[-]Min= 118.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 3.31 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .8

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .20

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.362 1.130 .19 .00 0 P24 .00 .00 24 0 0 0 0 0

2 1.889 .856 .19 .00 1 P25 .00 .00 25 0 0 0 0 0

==================================================================================================================================

Viga= 314 V314 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .71 PMin= .70 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .8 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 177 | M.[-] = .7 tf* m

[tf,cm]| As = 1.60 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.31 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 168.2 | Bit.Fiss.= 3.2 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 138.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 2.22 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.580 .959 .19 .00 1 P21 .00 .00 21 0 0 0 0 0

2 1.548 .926 .19 .00 1 P22 .00 .00 22 0 0 0 0 0

==================================================================================================================================

Viga= 315 V315 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .71 PMin= .71 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .8 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 177 | M.[-] = .8 tf* m

[tf,cm]| As = 1.31 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.31 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .09 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 138.4 | Bit.Fiss.= 3.2 M[+]Min= 100.3 | Bit.Fiss.= 1.1 M[-]Min= 138.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 2.24 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.601 .980 .19 .00 1 P25 .00 .00 25 0 0 0 0 0

2 1.537 .916 .19 .00 1 P26 .00 .00 26 0 0 0 0 0

==================================================================================================================================

Viga= 316 V316 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .4 tf* m - Abcis.= 160 | M.[-] = .1 tf* m

[tf,cm]| As = .93 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = .93 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 42.9 M[-]Min= 87.5 | Bit.Fiss.= 11.2 M[+]Min= 91.1 | Bit.Fiss.= 50.0 M[-]Min= 87.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. .81 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

36

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .577 .475 .14 .00 2 V324 .00 .00 0 0 0 0 0 0

2 .568 .467 .14 .00 2 V325 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 317 V317 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .69 PMin= .69 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .8 tf* m - Abcis.= 147 | M.[-] = .7 tf* m

[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 2.03 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.64 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 105.9 | Bit.Fiss.= 4.0 M[+]Min= 97.0 | Bit.Fiss.= 1.4 M[-]Min= 208.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 1.97 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .11

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= .3 tf* m - Abcis.= 160 | M.[-] = .1 tf* m

[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .98 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 181.9 | Bit.Fiss.= 21.7 M[+]Min= 94.1 | Bit.Fiss.= 50.0 M[-]Min= 98.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 1.56 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.075 1.040 .14 .00 2 V320 .00 .00 0 0 0 0 0 0

2 2.505 2.387 .14 .00 2 V321 .00 .00 0 0 0 0 0 0

3 .684 .568 .14 .00 2 V324 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 318 V318 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .3 tf* m - Abcis.= 114 | M.[-] = .7 tf* m

[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.76 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 98.2 | Bit.Fiss.= 21.7 M[+]Min= 94.1 | Bit.Fiss.= 1.2 M[-]Min= 181.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 1.55 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .69 PMin= .69 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= .9 tf* m - Abcis.= 207 | M.[-] = .1 tf* m

[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.02 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 1.64 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 208.8 | Bit.Fiss.= 4.0 M[+]Min= 97.0 | Bit.Fiss.= 50.0 M[-]Min= 105.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 1.97 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .11

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .690 .576 .14 .00 2 V325 .00 .00 0 0 0 0 0 0

2 2.497 2.384 .14 .00 2 V327 .00 .00 0 0 0 0 0 0

3 1.074 1.039 .14 .00 2 V329 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 319 V319 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .47 PMin= .47 Inicio= .00 Compr= 2.76

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.3 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 0 | M.[-] = 1.7 tf* m

[tf,cm]| As = 4.70 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= .4 | As = 1.59 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .35 | As = 3.17 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 2.8 M[-]Min= 130.6 | Bit.Fiss.= 1.9 M[+]Min= 86.6 | Bit.Fiss.= 1.1 M[-]Min= 130.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

37

[tf,cm] 0.- 255. 3.70 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 255. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .18

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .9 tf* m | M.[+] Max= .6 tf* m - Abcis.= 114 | M.[-] = .6 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.47 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 4.0 M[+]Min= 91.6 | Bit.Fiss.= 1.9 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 1.45 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 8 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .50 PMin= .50 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .9 tf* m | M.[+] Max= .3 tf* m - Abcis.= 213 | M.[-] = .8 tf* m

[tf,cm]| As = 1.21 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.21 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .09 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .09

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 128.3 | Bit.Fiss.= 14.2 M[+]Min= 85.8 | Bit.Fiss.= 1.0 M[-]Min= 128.3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 1.53 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .6 tf* m | M.[+] Max= .6 tf* m - Abcis.= 160 | M.[-] = .9 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.47 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 154.7 | Bit.Fiss.= 4.5 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 1.43 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .07

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 2.76

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.8 tf* m | M.[+] Max= 3.6 tf* m - Abcis.= 276 | M.[-] = 3.9 tf* m

[tf,cm]| As = 1.78 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 4.20 -SRAS- [ 4 B 12.5mm]

| AsL= .00 ------ x/d = .13 | As = 3.50 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .31

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 130.6 | Bit.Fiss.= 2.1 M[+]Min= 86.6 | Bit.Fiss.= 2.5 M[-]Min= 130.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 255. 3.70 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 255. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .18

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.640 -1.126 1.00 .38 1 P27 .00 .00 27 0 0 0 0 0

2 3.385 -.680 .19 .00 1 P28 .00 .00 28 0 0 0 0 0

3 2.130 1.271 .19 .00 1 P29 .00 .00 29 0 0 0 0 0

4 2.077 1.214 .19 .00 1 P30 .00 .00 30 0 0 0 0 0

5 3.607 -.464 .19 .00 1 P31 .00 .00 31 0 0 0 0 0

6 2.444 -1.325 1.00 .38 1 P32 .00 .00 32 0 0 0 0 0

==================================================================================================================================

Viga= 320 V320 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .11 PMin= .11 Inicio= .00 Compr= 2.48

2- Parc.Dist.PMax= .09 PMin= .09 Inicio= 2.48 Compr= 2.55

3- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 5.03

4- Reac.Ind. PMax= 1.08 PMin= 1.04 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 317 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 257 | M.[-] = 2.1 tf* m

[tf,cm]| As = 1.16 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 2.12 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .08 | As = 1.45 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.0 | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 121.0 | Bit.Fiss.= 1.0 M[+]Min= 93.1 | Bit.Fiss.= 1.4 M[-]Min= 173.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 213. 2.05 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

213.- 264. 1.39 21.87 2 45. .0 1.4 1.7 4.2 15.0 2 .0 .7

264.- 481. 2.79 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 213. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .20

213.- 264. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .17

38

264.- 481. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .21

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .42 PMin= .42 Inicio= .00 Compr= 2.33

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.5 tf* m | M.[+] Max= .7 tf* m - Abcis.= 259 | M.[-] = .4 tf* m

[tf,cm]| As = 1.43 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.05 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = 1.05 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 112.1 | Bit.Fiss.= 2.0 M[+]Min= 82.8 | Bit.Fiss.= 3.9 M[-]Min= 112.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 209. 2.05 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .10

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .42 PMin= .42 Inicio= .00 Compr= 2.43

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= .4 tf* m - Abcis.= 0 | M.[-] = 1.0 tf* m

[tf,cm]| As = 1.07 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.07 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .08 | As = 1.06 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 113.8 | Bit.Fiss.= 6.5 M[+]Min= 83.2 | Bit.Fiss.= 1.0 M[-]Min= 113.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 219. 1.54 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 219. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .09 PMin= .09 Inicio= .00 Compr= 2.45

2- Parc.Dist.PMax= .11 PMin= .11 Inicio= 2.45 Compr= 2.19

3- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 4.64

4- Reac.Ind. PMax= 1.13 PMin= 1.08 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 302 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 278 | M.[-] = 1.6 tf* m

[tf,cm]| As = 1.90 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .8 | As = 1.59 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.39 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .8 | x/dMx= .50

| | Fle.Adm.= 1.5 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 166.6 | Bit.Fiss.= 1.4 M[+]Min= 92.2 | Bit.Fiss.= 1.1 M[-]Min= 138.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 440. 2.57 21.87 2 45. .0 1.4 1.9 5.0 20.0 2 .0 .7

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 440. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .24

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.465 1.285 .19 .00 1 P27 .00 .00 27 0 0 0 0 0

2 3.197 2.376 .50 .13 1 P21 .00 .00 21 0 0 0 0 0

3 .522 .347 .50 .13 1 P17 .00 .00 17 0 0 0 0 0

4 2.460 1.980 .50 .13 1 P11 .00 .00 11 0 0 0 0 0

5 1.742 1.291 .50 .13 1 P1 .00 .00 1 0 0 0 0 0

==================================================================================================================================

Viga= 321 V321 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26

2- Parc.Dist.PMax= .18 PMin= .18 Inicio= .00 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .16 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 2.50 PMin= 2.39 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 317 Apoio= 2

3- Parc.Dist.PMax= .07 PMin= .07 Inicio= .00 Compr= 2.19

4- Parc.Dist.PMax= .16 PMin= .16 Inicio= 2.19 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.1 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 205 | M.[-] = 2.9 tf* m

[tf,cm]| As = 3.21 -SRAS- [ 3 B 12.5mm] | AsL= .00 ------ Flecha= .9 | As = 2.99 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .23 | As = 2.17 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .22

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50

| | Fle.Adm.= 1.6 |

[tf,cm]| Bit.Fiss.= 2.0 M[-]Min= 251.2 | Bit.Fiss.= 1.4 M[+]Min= 100.8 | Bit.Fiss.= 1.9 M[-]Min= 200.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 4.39 21.87 2 45. .4 1.4 1.4 5.0 20.0 2 .0 .0

182.- 232. 2.90 21.87 2 45. .0 1.4 2.3 5.0 15.0 2 .0 1.6

232.- 470. 3.98 21.87 2 45. .1 1.4 1.4 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .27

182.- 232. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .21

232.- 470. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .24

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.247 2.657 .50 .13 1 P28 .00 .00 28 0 0 0 0 0

39

2 2.843 2.328 .54 .15 1 P22 .00 .00 22 0 0 0 0 0

==================================================================================================================================

Viga= 322 V322 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 3.12 PMin= 3.10 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 302 Apoio= 2

3- Parc.Dist.PMax= .79 PMin= .79 Inicio= .00 Compr= 2.75

4- Parc.Dist.PMax= .07 PMin= .07 Inicio= 2.75 Compr= 2.19

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.3 tf* m | M.[+] Max= 3.2 tf* m - Abcis.= 288 | M.[-] = 3.6 tf* m

[tf,cm]| As = 4.80 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.1 | As = 3.80 -SRAS- [ 3 B 12.5mm]

| AsL= .00 ------ x/d = .36 | As = 3.05 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .28

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.2 | x/dMx= .50

| | Fle.Adm.= 1.6 |

[tf,cm]| Bit.Fiss.= 2.8 M[-]Min= 200.4 | Bit.Fiss.= 1.9 M[+]Min= 100.8 | Bit.Fiss.= 2.4 M[-]Min= 251.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 470. 6.42 21.87 2 45. 2.2 1.4 2.8 6.3 20.0 2 .0 2.0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 470. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .35

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26

2- Parc.Dist.PMax= .19 PMin= .19 Inicio= .26 Compr= .62

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .17 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.582 4.026 .54 .15 1 P12 .00 .00 12 0 0 0 0 0

2 3.893 3.350 .50 .13 1 P2 .00 .00 2 0 0 0 0 0

==================================================================================================================================

Viga= 323 V323 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.29 PMin= 1.28 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .0 tf* m | M.[+] Max= .5 tf* m - Abcis.= 90 | M.[-] = 1.6 tf* m

[tf,cm]| As = .95 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.54 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 5.6 M[+]Min= 90.7 | Bit.Fiss.= 1.1 M[-]Min= 149.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 2.99 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .24

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.29 PMin= 1.28 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= .4 tf* m - Abcis.= 126 | M.[-] = .0 tf* m

[tf,cm]| As = 1.91 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .95 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 149.2 | Bit.Fiss.= 8.5 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.24 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .25

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.209 .530 .14 .00 2 V311 .00 .00 0 0 0 0 0 0

2 3.748 3.607 .50 .13 0 P18 .00 .00 18 0 0 0 0 0

3 1.081 .353 .14 .00 2 V307 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 324 V324 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26

2- Parc.Dist.PMax= .17 PMin= .17 Inicio= .00 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .15 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .44 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .63 PMin= .63 Inicio= .00 Compr= 2.19

2- Parc.Dist.PMax= .82 PMin= .82 Inicio= 2.19 Compr= 1.95

3- Parc.Dist.PMax= .37 PMin= .37 Inicio= 4.14 Compr= .80

40

4- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 4.94

5- Reac.Ind. PMax= .68 PMin= .57 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 317 Apoio= 3

6- Reac.Ind. PMax= .58 PMin= .48 Aplic.= 4.14 Bw Ap= .14 D.Ver= .40 Viga= 316 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.5 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 221 | M.[-] = 3.3 tf* m

[tf,cm]| As = 2.48 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= 1.3 | As = 3.58 -SRAS- [ 2 B 16.0mm]

| AsL= .00 ------ x/d = .18 | As = 1.40 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .27

| x/dMx= .50 | Arm.Lat.=[2 X 1 B 6.3mm] - LN= 1.1 | x/dMx= .50

| | Fle.Adm.= 1.6 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 153.8 | Bit.Fiss.= 1.0 M[+]Min= 90.4 | Bit.Fiss.= 2.1 M[-]Min= 153.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 377. 3.66 21.87 2 45. .0 1.4 1.4 5.0 20.0 2 .0 .4

377.- 470. 4.45 21.87 2 45. .5 1.4 2.4 5.0 15.0 2 .0 .4

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 377. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .26

377.- 470. .13 .66 5 5.1 5.1 31.1 1.0 1.1 .0 .3 .41

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.99 /B= .14 /H= .40 /BCs= .62 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 2.00 PMin= 2.00 Inicio= .00 Compr= 2.85

2- Parc.Dist.PMax= .96 PMin= .96 Inicio= 2.85 Compr= 1.14

3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 3.99

4- Reac.Ind. PMax= 2.77 PMin= 2.68 Aplic.= 2.85 Bw Ap= .14 D.Ver= .40 Viga= 308 Apoio= 1

5- Concentr. PMax= .05 PMin= .05 Aplic.= 1.76 Bw Ap= .00 D.Ver= .00

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.7 tf* m | M.[+] Max= 2.0 tf* m - Abcis.= 301 | M.[-] = 4.8 tf* m

[tf,cm]| As = 5.91 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= .9 | As = 6.08 -SRAS- [ 3 B 16.0mm]

| AsL= .00 ------ x/d = .47 | As = 1.91 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .48

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 1.1 | x/dMx= .50

| | Fle.Adm.= 1.3 |

| % Baric.Armad.= 11 *** | % Baric.Armad.= 3 | % Baric.Armad.= 11 ***

[tf,cm]| Bit.Fiss.= 3.0 M[-]Min= 188.5 | Bit.Fiss.= 1.3 M[+]Min= 96.0 | Bit.Fiss.= 3.1 M[-]Min= 188.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 124. 7.62 21.87 2 45. 3.2 1.4 4.2 6.3 12.5 2 .0 .0

124.- 248. 3.43 21.87 2 45. .0 1.4 1.4 6.3 20.0 2 .0 .0

248.- 298. 6.73 21.87 2 45. 2.5 1.4 4.9 6.3 12.5 2 .0 1.8

298.- 375. 8.22 21.87 2 45. 3.7 1.4 6.2 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 124. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .45

124.- 248. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .26

248.- 298. .17 .66 5 5.1 5.1 31.1 1.2 1.1 .1 .4 .56

298.- 375. .17 .66 5 5.1 5.1 31.1 1.2 1.1 .1 .4 .63

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 4.94 /B= .14 /H= .40 /BCs= .73 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.45 PMin= 1.45 Inicio= .00 Compr= .80

2- Parc.Dist.PMax= 1.40 PMin= 1.39 Inicio= .80 Compr= 1.95

3- Parc.Dist.PMax= .59 PMin= .59 Inicio= 2.75 Compr= 2.19

4- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 4.94

5- Reac.Ind. PMax= 1.81 PMin= 1.71 Aplic.= .80 Bw Ap= .14 D.Ver= .40 Viga= 304 Apoio= 1

6- Reac.Ind. PMax= 1.46 PMin= 1.42 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 302 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.8 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 296 | M.[-] = 2.9 tf* m

[tf,cm]| As = 7.72 -SRAD- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 3.09 -SRAS- [ 4 B 10.0mm]

| AsL= 1.75 ------ x/d = .50 | As = 2.24 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .22

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 1.1 | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= 1.6 |

| % Baric.Armad.= 15 *** | % Baric.Armad.= 3 | % Baric.Armad.= 5

[tf,cm]| Bit.Fiss.= 3.7 M[-]Min= 212.8 | Bit.Fiss.= 1.5 M[+]Min= 98.6 | Bit.Fiss.= 1.9 M[-]Min= 212.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 93. 9.09 21.87 2 45. 4.5 1.4 7.3 8.0 12.5 2 .0 1.2

93.- 238. 4.30 21.87 2 45. .4 1.4 1.4 4.2 17.5 2 .0 .0

238.- 288. 2.31 21.87 2 45. .0 1.4 1.9 5.0 20.0 2 .0 .9

288.- 470. 4.50 21.87 2 45. .5 1.4 1.5 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 93. .20 .66 5 5.1 5.1 31.1 1.4 1.1 .1 .4 .71

93.- 238. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .28

238.- 288. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .21

288.- 470. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .31

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26

2- Parc.Dist.PMax= .18 PMin= .18 Inicio= .26 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .16 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.722 2.126 .50 .13 1 P29 .00 .00 29 0 0 0 0 0

2 7.863 7.480 1.00 .38 0 P23 .00 .00 23 0 0 0 0 0

3 11.667 11.149 .54 .15 0 P13 .00 .00 13 0 0 0 0 0

4 3.322 2.774 .50 .13 1 P3 .00 .00 3 0 0 0 0 0

==================================================================================================================================

Viga= 325 V325 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26

2- Parc.Dist.PMax= .18 PMin= .18 Inicio= .00 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

41

[tf,cm] 0.- 51. .16 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .44 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .63 PMin= .62 Inicio= .00 Compr= 2.19

2- Parc.Dist.PMax= .82 PMin= .81 Inicio= 2.19 Compr= 1.95

3- Parc.Dist.PMax= .37 PMin= .37 Inicio= 4.14 Compr= .80

4- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 4.94

5- Reac.Ind. PMax= .69 PMin= .58 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 318 Apoio= 1

6- Reac.Ind. PMax= .57 PMin= .47 Aplic.= 4.14 Bw Ap= .14 D.Ver= .40 Viga= 316 Apoio= 2

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.5 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 221 | M.[-] = 3.3 tf* m

[tf,cm]| As = 2.46 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= 1.3 | As = 3.57 -SRAS- [ 2 B 16.0mm]

| AsL= .00 ------ x/d = .17 | As = 1.40 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .27

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.1 | x/dMx= .50

| | Fle.Adm.= 1.6 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 153.8 | Bit.Fiss.= 1.0 M[+]Min= 90.4 | Bit.Fiss.= 2.1 M[-]Min= 153.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 377. 3.64 21.87 2 45. .0 1.4 1.4 5.0 20.0 2 .0 .4

377.- 470. 4.43 21.87 2 45. .5 1.4 2.1 5.0 17.5 2 .0 .4

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 377. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .27

377.- 470. .12 .66 5 5.1 5.1 31.1 .8 1.1 .0 .3 .38

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.99 /B= .14 /H= .40 /BCs= .62 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.98 PMin= 1.98 Inicio= .00 Compr= 2.85

2- Parc.Dist.PMax= .94 PMin= .94 Inicio= 2.85 Compr= 1.14

3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 3.99

4- Reac.Ind. PMax= 2.76 PMin= 2.67 Aplic.= 2.85 Bw Ap= .14 D.Ver= .40 Viga= 308 Apoio= 2

5- Concentr. PMax= .05 PMin= .05 Aplic.= 1.76 Bw Ap= .00 D.Ver= .00

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.7 tf* m | M.[+] Max= 2.0 tf* m - Abcis.= 301 | M.[-] = 4.8 tf* m

[tf,cm]| As = 5.82 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= .9 | As = 6.03 -SRAS- [ 3 B 16.0mm]

| AsL= .00 ------ x/d = .46 | As = 1.89 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .48

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.1 | x/dMx= .50

| | Fle.Adm.= 1.3 |

| % Baric.Armad.= 11 *** | % Baric.Armad.= 3 | % Baric.Armad.= 11 ***

[tf,cm]| Bit.Fiss.= 3.0 M[-]Min= 188.5 | Bit.Fiss.= 1.3 M[+]Min= 96.0 | Bit.Fiss.= 3.0 M[-]Min= 188.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 124. 7.55 21.87 2 45. 3.2 1.4 4.0 6.3 15.0 2 .0 .0

124.- 248. 3.40 21.87 2 45. .0 1.4 1.4 6.3 20.0 2 .0 .0

248.- 298. 6.69 21.87 2 45. 2.4 1.4 4.5 6.3 12.5 2 .0 1.8

298.- 375. 8.16 21.87 2 45. 3.7 1.4 5.8 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 124. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .44

124.- 248. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .25

248.- 298. .15 .66 5 5.1 5.1 31.1 1.0 1.1 .1 .3 .53

298.- 375. .15 .66 5 5.1 5.1 31.1 1.0 1.1 .1 .3 .59

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 4.94 /B= .14 /H= .40 /BCs= .73 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.45 PMin= 1.45 Inicio= .00 Compr= .80

2- Parc.Dist.PMax= 1.38 PMin= 1.38 Inicio= .80 Compr= 1.95

3- Parc.Dist.PMax= .58 PMin= .58 Inicio= 2.75 Compr= 2.19

4- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 4.94

5- Reac.Ind. PMax= 1.80 PMin= 1.70 Aplic.= .80 Bw Ap= .14 D.Ver= .40 Viga= 304 Apoio= 2

6- Reac.Ind. PMax= 1.47 PMin= 1.42 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 303 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.8 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 296 | M.[-] = 2.9 tf* m

[tf,cm]| As = 7.66 -SRAD- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 3.08 -SRAS- [ 4 B 10.0mm]

| AsL= 1.69 ------ x/d = .50 | As = 2.22 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .22

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.1 | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= 1.6 |

| % Baric.Armad.= 15 *** | % Baric.Armad.= 3 | % Baric.Armad.= 5

[tf,cm]| Bit.Fiss.= 3.7 M[-]Min= 212.8 | Bit.Fiss.= 1.5 M[+]Min= 98.6 | Bit.Fiss.= 1.9 M[-]Min= 212.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 93. 9.03 21.87 2 45. 4.4 1.4 6.8 8.0 12.5 2 .0 1.2

93.- 238. 4.27 21.87 2 45. .3 1.4 1.4 4.2 17.5 2 .0 .0

238.- 288. 2.31 21.87 2 45. .0 1.4 2.0 5.0 17.5 2 .0 .9

288.- 470. 4.47 21.87 2 45. .5 1.4 1.6 4.2 15.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 93. .16 .66 5 5.1 5.1 31.1 1.2 1.1 .1 .4 .66

93.- 238. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .29

238.- 288. .08 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .22

288.- 470. .08 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .32

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26

2- Parc.Dist.PMax= .19 PMin= .19 Inicio= .26 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .17 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.713 2.116 .50 .13 1 P30 .00 .00 30 0 0 0 0 0

2 7.793 7.409 1.00 .38 0 P24 .00 .00 24 0 0 0 0 0

3 11.575 11.058 .54 .15 0 P14 .00 .00 14 0 0 0 0 0

4 3.313 2.764 .50 .13 1 P4 .00 .00 4 0 0 0 0 0

==================================================================================================================================

Viga= 326 V326 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

42

[tf,m] 1- Parc.Dist.PMax= 1.32 PMin= 1.32 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .0 tf* m | M.[+] Max= .5 tf* m - Abcis.= 90 | M.[-] = 1.6 tf* m

[tf,cm]| As = .95 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.58 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 5.5 M[+]Min= 90.7 | Bit.Fiss.= 1.1 M[-]Min= 149.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.06 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .23

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.32 PMin= 1.32 Inicio= .00 Compr= 2.05

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= .4 tf* m - Abcis.= 126 | M.[-] = .0 tf* m

[tf,cm]| As = 1.92 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .95 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 149.2 | Bit.Fiss.= 7.9 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.29 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .24

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.227 .546 .14 .00 2 V313 .00 .00 0 0 0 0 0 0

2 3.891 3.625 .50 .13 0 P19 .00 .00 19 0 0 0 0 0

3 1.113 .382 .14 .00 2 V307 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 327 V327 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26

2- Parc.Dist.PMax= .17 PMin= .17 Inicio= .00 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .15 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 2.50 PMin= 2.38 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 318 Apoio= 2

3- Parc.Dist.PMax= .07 PMin= .07 Inicio= .00 Compr= 2.19

4- Parc.Dist.PMax= .17 PMin= .16 Inicio= 2.19 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.1 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 205 | M.[-] = 2.9 tf* m

[tf,cm]| As = 3.34 -SRAS- [ 5 B 10.0mm] | AsL= .00 ------ Flecha= .9 | As = 3.01 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .25 | As = 2.17 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .22

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50

| | Fle.Adm.= 1.6 |

[tf,cm]| Bit.Fiss.= 2.0 M[-]Min= 251.2 | Bit.Fiss.= 1.4 M[+]Min= 100.8 | Bit.Fiss.= 1.9 M[-]Min= 200.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 4.37 21.87 2 45. .4 1.4 1.4 5.0 20.0 2 .0 .0

182.- 232. 2.89 21.87 2 45. .0 1.4 2.4 5.0 15.0 2 .0 1.6

232.- 470. 3.99 21.87 2 45. .1 1.4 1.4 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .28

182.- 232. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .22

232.- 470. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .25

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.227 2.633 .50 .13 1 P31 .00 .00 31 0 0 0 0 0

2 2.852 2.334 .54 .15 1 P25 .00 .00 25 0 0 0 0 0

==================================================================================================================================

Viga= 328 V328 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .48 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 3.11 PMin= 3.09 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 303 Apoio= 2

3- Parc.Dist.PMax= .80 PMin= .80 Inicio= .00 Compr= 2.75

4- Parc.Dist.PMax= .07 PMin= .07 Inicio= 2.75 Compr= 2.19

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.3 tf* m | M.[+] Max= 3.2 tf* m - Abcis.= 288 | M.[-] = 3.7 tf* m

[tf,cm]| As = 4.78 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.1 | As = 4.01 -SRAS- [ 2 B 16.0mm]

| AsL= .00 ------ x/d = .36 | As = 3.05 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .30

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.2 | x/dMx= .50

| | Fle.Adm.= 1.6 |

[tf,cm]| Bit.Fiss.= 2.8 M[-]Min= 200.4 | Bit.Fiss.= 1.9 M[+]Min= 100.8 | Bit.Fiss.= 2.4 M[-]Min= 251.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 470. 6.43 21.87 2 45. 2.2 1.4 2.7 6.3 20.0 2 .0 2.0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 470. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .35

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

43

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26

2- Parc.Dist.PMax= .18 PMin= .18 Inicio= .26 Compr= .62

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.16 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .09 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .16 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.588 4.028 .54 .15 1 P15 .00 .00 15 0 0 0 0 0

2 3.901 3.355 .50 .13 1 P5 .00 .00 5 0 0 0 0 0

==================================================================================================================================

Viga= 329 V329 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .11 PMin= .11 Inicio= .00 Compr= 2.48

2- Parc.Dist.PMax= .09 PMin= .09 Inicio= 2.48 Compr= 2.55

3- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 5.03

4- Reac.Ind. PMax= 1.07 PMin= 1.04 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 318 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 257 | M.[-] = 2.1 tf* m

[tf,cm]| As = 1.16 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 2.12 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .08 | As = 1.44 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.0 | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 121.0 | Bit.Fiss.= 1.0 M[+]Min= 93.1 | Bit.Fiss.= 1.4 M[-]Min= 173.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 213. 2.05 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

213.- 264. 1.39 21.87 2 45. .0 1.4 1.6 4.2 15.0 2 .0 .7

264.- 481. 2.78 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 213. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .20

213.- 264. .06 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .16

264.- 481. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .20

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .42 PMin= .42 Inicio= .00 Compr= 2.33

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.5 tf* m | M.[+] Max= .7 tf* m - Abcis.= 259 | M.[-] = .4 tf* m

[tf,cm]| As = 1.40 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.05 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = 1.05 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 112.1 | Bit.Fiss.= 2.2 M[+]Min= 82.8 | Bit.Fiss.= 3.3 M[-]Min= 112.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 209. 2.01 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 209. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .10

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .42 PMin= .42 Inicio= .00 Compr= 2.43

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= .5 tf* m - Abcis.= 0 | M.[-] = 1.0 tf* m

[tf,cm]| As = 1.07 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.07 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .08 | As = 1.06 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 113.8 | Bit.Fiss.= 5.3 M[+]Min= 83.2 | Bit.Fiss.= 1.0 M[-]Min= 113.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 219. 1.59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 219. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .09 PMin= .09 Inicio= .00 Compr= 2.45

2- Parc.Dist.PMax= .11 PMin= .11 Inicio= 2.45 Compr= 2.19

3- Parc.Dist.PMax= .33 PMin= .33 Inicio= .00 Compr= 4.64

4- Reac.Ind. PMax= 1.13 PMin= 1.07 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 303 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 278 | M.[-] = 1.7 tf* m

[tf,cm]| As = 1.87 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .8 | As = 1.62 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.39 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .8 | x/dMx= .50

| | Fle.Adm.= 1.5 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 166.6 | Bit.Fiss.= 1.4 M[+]Min= 92.2 | Bit.Fiss.= 1.1 M[-]Min= 138.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 440. 2.55 21.87 2 45. .0 1.4 1.8 5.0 20.0 2 .0 .7

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 440. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .23

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.465 1.282 .19 .00 1 P32 .00 .00 32 0 0 0 0 0

2 3.165 2.336 .50 .13 1 P26 .00 .00 26 0 0 0 0 0

3 .518 .343 .50 .13 1 P20 .00 .00 20 0 0 0 0 0

4 2.474 1.990 .50 .13 1 P16 .00 .00 16 0 0 0 0 0

5 1.759 1.304 .50 .13 1 P6 .00 .00 6 0 0 0 0 0

==================================================================================================================================

44

3.2.1.3 Vigas do segundo pavimento

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300

T Q S Projeto: 0004 - Segundo Pavimento 14/01/16

CAD/Vigas 18:28:47

-----------------------------------------------------------------------------------------------------------------------------------

fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos

Viga= 201 V201 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.6 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 88 | M.[-] = 1.8 tf* m

[tf,cm]| As = 1.52 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 1.75 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 138.4 | Bit.Fiss.= 1.1 M[+]Min= 89.2 | Bit.Fiss.= 1.2 M[-]Min= 146.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 3.22 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .15

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.7 tf* m | M.[+] Max= .5 tf* m - Abcis.= 206 | M.[-] = 1.4 tf* m

[tf,cm]| As = 1.65 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.47 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 154.7 | Bit.Fiss.= 7.3 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 3.06 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .15

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .99 PMin= .91 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.5 tf* m | M.[+] Max= .6 tf* m - Abcis.= 213 | M.[-] = 1.4 tf* m

[tf,cm]| As = 1.42 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.33 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 128.3 | Bit.Fiss.= 3.8 M[+]Min= 85.8 | Bit.Fiss.= 1.0 M[-]Min= 128.3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 2.83 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.5 tf* m | M.[+] Max= .4 tf* m - Abcis.= 91 | M.[-] = 1.6 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.52 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 9.2 M[+]Min= 91.6 | Bit.Fiss.= 1.1 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 2.94 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 266 | M.[-] = 1.4 tf* m

[tf,cm]| As = 1.88 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 1.36 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.0 M[-]Min= 138.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 3.32 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .16

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.953 .789 .19 .00 0 P1 .00 .00 1 0 0 0 0 0

2 3.471 3.313 .19 .00 0 P2 .00 .00 2 0 0 0 0 0

3 3.108 2.851 .19 .00 0 P3 .00 .00 3 0 0 0 0 0

4 3.135 2.878 .19 .00 0 P4 .00 .00 4 0 0 0 0 0

45

5 3.463 3.304 .19 .00 0 P5 .00 .00 5 0 0 0 0 0

6 1.875 .711 .19 .00 0 P6 .00 .00 6 0 0 0 0 0

==================================================================================================================================

Viga= 202 V202 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 147 | M.[-] = 1.0 tf* m

[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 2.03 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 2.14 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 21.6 M[-]Min= 105.9 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 1.0 M[-]Min= 208.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 4.84 21.87 2 45. .8 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .23

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.0 tf* m | M.[+] Max= .7 tf* m - Abcis.= 160 | M.[-] = .2 tf* m

[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .98 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 181.9 | Bit.Fiss.= 4.6 M[+]Min= 94.1 | Bit.Fiss.= 25.0 M[-]Min= 98.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 2.88 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.950 2.806 .14 .00 2 V220 .00 .00 0 0 0 0 0 0

2 5.484 5.288 .14 .00 2 V222 .00 .00 0 0 0 0 0 0

3 1.433 1.331 .14 .00 2 V224 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 203 V203 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= .7 tf* m - Abcis.= 114 | M.[-] = 1.0 tf* m

[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.76 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 22.4 M[-]Min= 98.2 | Bit.Fiss.= 4.6 M[+]Min= 94.1 | Bit.Fiss.= 1.0 M[-]Min= 181.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 2.88 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.0 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 207 | M.[-] = .2 tf* m

[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.02 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 2.14 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 208.8 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 24.6 M[-]Min= 105.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 4.85 21.87 2 45. .8 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .23

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.438 1.337 .14 .00 2 V225 .00 .00 0 0 0 0 0 0

2 5.483 5.287 .14 .00 2 V228 .00 .00 0 0 0 0 0 0

3 2.945 2.801 .14 .00 2 V229 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 204 V204 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.44 PMin= 1.23 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .3 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 160 | M.[-] = .3 tf* m

[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = .97 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.70 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 6.6 M[-]Min= 99.2 | Bit.Fiss.= 1.2 M[+]Min= 99.5 | Bit.Fiss.= 7.7 M[-]Min= 99.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 3.31 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

46

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.363 2.145 .14 .00 2 V224 .00 .00 0 0 0 0 0 0

2 2.348 2.131 .14 .00 2 V225 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 205 V205 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.81 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.1 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 147 | M.[-] = 1.9 tf* m

[tf,cm]| As = 2.09 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.85 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 2.05 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 168.2 | Bit.Fiss.= 1.4 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 138.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 5.40 21.87 2 45. 1.3 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.850 2.417 .19 .00 0 P11 .00 .00 11 0 0 0 0 0

2 3.807 2.373 .19 .00 0 P12 .00 .00 12 0 0 0 0 0

==================================================================================================================================

Viga= 206 V206 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.80 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.1 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 236 | M.[-] = 2.0 tf* m

[tf,cm]| As = 2.02 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.90 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 2.08 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 168.2 | Bit.Fiss.= 1.4 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 168.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 5.45 21.87 2 45. 1.4 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.891 2.457 .19 .00 0 P15 .00 .00 15 0 0 0 0 0

2 3.747 2.312 .19 .00 0 P16 .00 .00 16 0 0 0 0 0

==================================================================================================================================

Viga= 207 V207 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .77 PMin= .54 Inicio= .00 Compr= 1.45

2- Parc.Dist.PMax= .48 PMin= .33 Inicio= 1.45 Compr= 1.30

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.11 PMin= .13 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 223 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.7 tf* m | M.[+] Max= 1.1 tf* m - Abcis.= 91 | M.[-] = 1.9 tf* m

[tf,cm]| As = 1.67 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.85 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .6 | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 163.2 | Bit.Fiss.= 1.6 M[+]Min= 94.2 | Bit.Fiss.= 1.3 M[-]Min= 173.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 3.93 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .7

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .24

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.20 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.02 PMin= .88 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.6 tf* m | M.[+] Max= .4 tf* m - Abcis.= 213 | M.[-] = 1.5 tf* m

[tf,cm]| As = 1.59 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.59 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = 1.30 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 167.2 | Bit.Fiss.= 9.8 M[+]Min= 93.4 | Bit.Fiss.= 1.0 M[-]Min= 167.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 2.79 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .33 Inicio= .00 Compr= 1.25

2- Parc.Dist.PMax= .77 PMin= .54 Inicio= 1.25 Compr= 1.50

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.11 PMin= .12 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 226 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= 1.2 tf* m - Abcis.= 206 | M.[-] = 1.5 tf* m

[tf,cm]| As = 2.00 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.58 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 173.7 | Bit.Fiss.= 1.4 M[+]Min= 94.2 | Bit.Fiss.= 1.0 M[-]Min= 163.2

47

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 4.16 21.87 2 45. .2 1.4 1.4 4.2 17.5 2 .0 .7

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .25

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.702 1.109 .19 .00 0 P12 .00 .00 12 0 0 0 0 0

2 4.042 3.257 .19 .00 0 P13 .00 .00 13 0 0 0 0 0

3 4.143 3.300 .19 .00 0 P14 .00 .00 14 0 0 0 0 0

4 2.559 1.012 .19 .00 0 P15 .00 .00 15 0 0 0 0 0

==================================================================================================================================

Viga= 208 V208 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .73 PMin= .69 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= .9 tf* m - Abcis.= 160 | M.[-] = .2 tf* m

[tf,cm]| As = .90 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = .90 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.22 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 14.1 M[-]Min= 85.0 | Bit.Fiss.= 1.8 M[+]Min= 91.2 | Bit.Fiss.= 17.5 M[-]Min= 85.0

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 1.76 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.253 1.062 .14 .00 2 V224 .00 .00 0 0 0 0 0 0

2 1.239 1.049 .14 .00 2 V225 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 209 V209 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.55 PMin= 1.27 Inicio= .00 Compr= 5.02

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.9 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 293 | M.[-] = 2.8 tf* m

[tf,cm]| As = 2.96 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= 1.5 | As = 2.82 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .22 | As = 3.21 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .21

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.8 M[-]Min= 163.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 484. 6.05 21.87 2 45. 1.9 1.4 1.9 5.0 20.0 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.314 3.223 .19 .00 0 P17 .00 .00 17 0 0 0 0 0

2 4.268 3.177 .19 .00 0 P18 .00 .00 18 0 0 0 0 0

==================================================================================================================================

Viga= 210 V210 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.54 PMin= 1.26 Inicio= .00 Compr= 5.02

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.9 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 293 | M.[-] = 2.8 tf* m

[tf,cm]| As = 2.99 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= 1.5 | As = 2.81 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .22 | As = 3.21 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .21

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.8 M[-]Min= 163.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 484. 6.06 21.87 2 45. 1.9 1.4 1.9 5.0 20.0 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.320 3.229 .19 .00 0 P19 .00 .00 19 0 0 0 0 0

2 4.258 3.166 .19 .00 0 P20 .00 .00 20 0 0 0 0 0

==================================================================================================================================

Viga= 211 V211 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .77 PMin= .54 Inicio= .00 Compr= 1.45

2- Parc.Dist.PMax= .48 PMin= .33 Inicio= 1.45 Compr= 1.30

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.20 PMin= .28 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 223 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 206 | M.[-] = 1.8 tf* m

[tf,cm]| As = 1.87 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.74 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.53 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 163.2 | Bit.Fiss.= 1.2 M[+]Min= 97.7 | Bit.Fiss.= 1.2 M[-]Min= 163.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 4.52 21.87 2 45. .6 1.4 1.5 4.2 17.5 2 .0 .8

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .29

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.226 1.197 .19 .00 0 P22 .00 .00 22 0 0 0 0 0

2 2.866 .821 .19 .00 0 P23 .00 .00 23 0 0 0 0 0

==================================================================================================================================

Viga= 212 V212 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

48

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.6 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 293 | M.[-] = 1.4 tf* m

[tf,cm]| As = 1.50 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 1.37 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = .91 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .10

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 2.47 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.764 .270 .19 .00 0 P23 .00 .00 23 0 0 0 0 0

2 1.682 .188 .19 .00 0 P24 .00 .00 24 0 0 0 0 0

==================================================================================================================================

Viga= 213 V213 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .33 Inicio= .00 Compr= 1.25

2- Parc.Dist.PMax= .77 PMin= .54 Inicio= 1.25 Compr= 1.50

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.19 PMin= .26 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 226 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 137 | M.[-] = 1.7 tf* m

[tf,cm]| As = 1.92 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.70 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.53 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 163.2 | Bit.Fiss.= 1.3 M[+]Min= 97.7 | Bit.Fiss.= 1.2 M[-]Min= 141.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 4.29 21.87 2 45. .4 1.4 1.5 4.2 17.5 2 .0 .8

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .27

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.030 .927 .19 .00 0 P24 .00 .00 24 0 0 0 0 0

2 3.065 1.083 .19 .00 0 P25 .00 .00 25 0 0 0 0 0

==================================================================================================================================

Viga= 214 V214 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.80 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.2 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 147 | M.[-] = 2.0 tf* m

[tf,cm]| As = 2.16 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.92 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .16 | As = 2.04 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 168.2 | Bit.Fiss.= 1.4 M[+]Min= 100.3 | Bit.Fiss.= 1.3 M[-]Min= 168.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 5.43 21.87 2 45. 1.3 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .25

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.870 2.375 .19 .00 0 P21 .00 .00 21 0 0 0 0 0

2 3.828 2.333 .19 .00 0 P22 .00 .00 22 0 0 0 0 0

==================================================================================================================================

Viga= 215 V215 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.81 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.1 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 236 | M.[-] = 2.0 tf* m

[tf,cm]| As = 2.08 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.98 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 2.09 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 168.2 | Bit.Fiss.= 1.4 M[+]Min= 100.3 | Bit.Fiss.= 1.4 M[-]Min= 168.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 5.51 21.87 2 45. 1.4 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.928 2.433 .19 .00 0 P25 .00 .00 25 0 0 0 0 0

2 3.784 2.289 .19 .00 0 P26 .00 .00 26 0 0 0 0 0

==================================================================================================================================

Viga= 216 V216 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.00 PMin= .92 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .3 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 160 | M.[-] = .3 tf* m

[tf,cm]| As = .93 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = .93 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

49

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 7.4 M[-]Min= 87.5 | Bit.Fiss.= 1.2 M[+]Min= 91.1 | Bit.Fiss.= 8.4 M[-]Min= 87.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 2.36 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.685 1.488 .14 .00 2 V224 .00 .00 0 0 0 0 0 0

2 1.674 1.478 .14 .00 2 V225 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 217 V217 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 147 | M.[-] = 1.4 tf* m

[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 2.03 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 2.05 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 31.2 M[-]Min= 105.9 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 1.0 M[-]Min= 208.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 4.97 21.87 2 45. .9 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .26

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= .7 tf* m - Abcis.= 160 | M.[-] = .2 tf* m

[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .98 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 181.9 | Bit.Fiss.= 5.2 M[+]Min= 94.1 | Bit.Fiss.= 25.3 M[-]Min= 98.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 3.10 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .16

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.844 2.715 .14 .00 2 V220 .00 .00 0 0 0 0 0 0

2 5.751 5.435 .14 .00 2 V221 .00 .00 0 0 0 0 0 0

3 1.346 1.169 .14 .00 2 V224 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 218 V218 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= .6 tf* m - Abcis.= 114 | M.[-] = 1.4 tf* m

[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.76 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 22.9 M[-]Min= 98.2 | Bit.Fiss.= 6.6 M[+]Min= 94.1 | Bit.Fiss.= 1.0 M[-]Min= 181.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 3.08 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .16

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 207 | M.[-] = .1 tf* m

[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.02 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 2.06 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 208.8 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 35.0 M[-]Min= 105.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 4.98 21.87 2 45. .9 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .26

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.352 1.178 .14 .00 2 V225 .00 .00 0 0 0 0 0 0

2 5.743 5.433 .14 .00 2 V227 .00 .00 0 0 0 0 0 0

3 2.843 2.714 .14 .00 2 V229 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 219 V219 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .88 PMin= .80 Inicio= .00 Compr= 2.76

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.8 tf* m | M.[+] Max= 4.3 tf* m - Abcis.= 0 | M.[-] = 2.8 tf* m

[tf,cm]| As = 7.65 -SRAD- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= .5 | As = 2.85 -SRAS- [ 4 B 10.0mm]

50

| AsL= 1.75 ------ x/d = .50 | As = 4.11 -STAS- [ 2 B 16.0mm ] | AsL= .00 ------ x/d = .21

| x/dMx= .50 | | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= .9 |

| % Baric.Armad.= 15 *** | % Baric.Armad.= 1 | % Baric.Armad.= 5

[tf,cm]| Bit.Fiss.= 3.8 M[-]Min= 130.6 | Bit.Fiss.= 2.4 M[+]Min= 86.6 | Bit.Fiss.= 1.8 M[-]Min= 130.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 255. 5.58 21.87 2 45. 1.5 1.4 1.5 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 255. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .9 tf* m | M.[+] Max= .8 tf* m - Abcis.= 137 | M.[-] = 1.3 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.47 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 2.5 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 2.37 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 8 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.01 PMin= .92 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.8 tf* m | M.[+] Max= .6 tf* m - Abcis.= 213 | M.[-] = 1.7 tf* m

[tf,cm]| As = 1.70 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.58 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 128.3 | Bit.Fiss.= 3.4 M[+]Min= 85.8 | Bit.Fiss.= 1.1 M[-]Min= 128.3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 3.04 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= .8 tf* m - Abcis.= 137 | M.[-] = .9 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.47 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 2.8 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 2.41 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 2.76

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.0 tf* m | M.[+] Max= 4.7 tf* m - Abcis.= 276 | M.[-] = 5.4 tf* m

[tf,cm]| As = 3.12 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = 7.11 -SRAD- [ 4 B 16.0mm]

| AsL= .00 ------ x/d = .23 | As = 4.73 -STAS- [ 4 B 12.5mm ] | AsL= 1.21 ------ x/d = .50

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 | ***AsL Compr.***

| % Baric.Armad.= 5 | % Baric.Armad.= 5 | % Baric.Armad.= 15 ***

[tf,cm]| Bit.Fiss.= 2.0 M[-]Min= 130.6 | Bit.Fiss.= 2.6 M[+]Min= 86.6 | Bit.Fiss.= 3.5 M[-]Min= 130.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 255. 5.61 21.87 2 45. 1.5 1.4 1.5 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 255. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.983 -1.364 1.00 .38 0 P27 .00 .00 27 0 0 0 0 0

2 5.108 -.012 .19 .00 0 P28 .00 .00 28 0 0 0 0 0

3 3.618 2.730 .19 .00 0 P29 .00 .00 29 0 0 0 0 0

4 3.584 2.693 .19 .00 0 P30 .00 .00 30 0 0 0 0 0

5 5.323 .198 .19 .00 0 P31 .00 .00 31 0 0 0 0 0

6 3.749 -1.602 1.00 .38 0 P32 .00 .00 32 0 0 0 0 0

==================================================================================================================================

Viga= 220 V220 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .22 PMin= .15 Inicio= .00 Compr= 2.48

2- Parc.Dist.PMax= .35 PMin= .29 Inicio= 2.48 Compr= 2.55

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 5.03

4- Reac.Ind. PMax= 2.84 PMin= 2.71 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 217 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 257 | M.[-] = 4.8 tf* m

[tf,cm]| As = 1.94 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.3 | As = 6.07 -SRAS- [ 3 B 16.0mm]

| AsL= .00 ------ x/d = .14 | As = 3.26 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .48

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 2.2 | x/dMx= .50

| | Fle.Adm.= 1.7 |

| % Baric.Armad.= 3 | % Baric.Armad.= 4 | % Baric.Armad.= 11 ***

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 121.0 | Bit.Fiss.= 2.0 M[+]Min= 93.1 | Bit.Fiss.= 3.1 M[-]Min= 173.5

51

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 213. 4.49 21.87 2 45. .5 1.4 2.1 6.3 20.0 2 .0 .0

213.- 264. 3.09 21.87 2 45. .0 1.4 3.4 6.3 17.5 2 .0 1.8

264.- 372. 4.54 21.87 2 45. .6 1.4 1.8 6.3 20.0 2 .0 .0

372.- 481. 6.23 21.87 2 45. 2.0 1.4 3.3 6.3 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 213. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .3 .37

213.- 264. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .30

264.- 372. .09 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .34

372.- 481. .09 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .42

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.33

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 259 | M.[-] = 1.0 tf* m

[tf,cm]| As = 2.85 -SRAS- [ 2 B 16.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.05 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .22 | As = 1.38 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 112.1 | Bit.Fiss.= 1.0 M[+]Min= 82.8 | Bit.Fiss.= 1.0 M[-]Min= 112.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 209. 3.83 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .19

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.43

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= .9 tf* m - Abcis.= 0 | M.[-] = 2.0 tf* m

[tf,cm]| As = 1.37 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.91 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .10 | As = 1.06 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 113.8 | Bit.Fiss.= 1.4 M[+]Min= 83.2 | Bit.Fiss.= 1.3 M[-]Min= 113.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 219. 3.01 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 219. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .15

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .29 PMin= .29 Inicio= .00 Compr= 2.45

2- Parc.Dist.PMax= .15 PMin= .15 Inicio= 2.45 Compr= 2.19

3- Parc.Dist.PMax= .67 PMin= .61 Inicio= .00 Compr= 4.64

4- Reac.Ind. PMax= 2.95 PMin= 2.81 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 202 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.1 tf* m | M.[+] Max= 2.5 tf* m - Abcis.= 238 | M.[-] = 3.8 tf* m

[tf,cm]| As = 4.57 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.1 | As = 4.13 -SRAS- [ 2 B 16.0mm]

| AsL= .00 ------ x/d = .34 | As = 2.38 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .31

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.7 | x/dMx= .50

| | Fle.Adm.= 1.5 |

[tf,cm]| Bit.Fiss.= 2.6 M[-]Min= 166.6 | Bit.Fiss.= 1.6 M[+]Min= 92.2 | Bit.Fiss.= 2.4 M[-]Min= 138.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 208. 5.62 21.87 2 45. 1.5 1.4 3.1 6.3 20.0 2 .0 .0

208.- 258. 2.62 21.87 2 45. .0 1.4 3.8 6.3 15.0 2 .0 1.9

258.- 440. 5.30 21.87 2 45. 1.2 1.4 3.1 6.3 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 208. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .42

208.- 258. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .32

258.- 440. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .44

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.201 2.819 .19 .00 0 P27 .00 .00 27 0 0 0 0 0

2 6.661 4.952 .50 .13 0 P21 .00 .00 21 0 0 0 0 0

3 1.064 .806 .50 .13 0 P17 .00 .00 17 0 0 0 0 0

4 5.295 4.139 .50 .13 0 P11 .00 .00 11 0 0 0 0 0

5 3.783 2.984 .50 .13 0 P1 .00 .00 1 0 0 0 0 0

==================================================================================================================================

Viga= 221 V221 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26

2- Parc.Dist.PMax= .69 PMin= .66 Inicio= .00 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .09 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 35.6 | % Baric.Armad.=12 ****

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .60 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .95 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 5.75 PMin= 5.44 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 217 Apoio= 2

3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.19

4- Parc.Dist.PMax= .45 PMin= .45 Inicio= 2.19 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 7.2 tf* m | M.[+] Max= 5.0 tf* m - Abcis.= 205 | M.[-] = 6.7 tf* m

[tf,cm]| As = 9.06 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 8.40 -SRAD- [ 3 B 20.0mm]

| AsL= 2.89 ------ x/d = .50 | As = 4.81 -STAS- [ 4 B 12.5mm ] | AsL= 2.23 ------ x/d = .50

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.9 | x/dMx= .50

52

| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***

| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***

[tf,cm]| Bit.Fiss.= 4.8 M[-]Min= 251.2 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.4 M[-]Min= 200.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 9.84 21.87 2 45. 5.1 1.4 6.4 8.0 15.0 2 .0 .0

182.- 232. 6.43 21.87 2 45. 2.2 1.4 4.9 6.3 12.5 2 .0 3.7

232.- 351. 6.24 21.87 2 45. 2.0 1.4 2.9 6.3 20.0 2 .0 .0

351.- 470. 9.12 21.87 2 45. 4.5 1.4 5.4 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .58

182.- 232. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .42

232.- 351. .06 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .38

351.- 470. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .51

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 7.447 6.434 .50 .13 0 P28 .00 .00 28 0 0 0 0 0

2 6.514 5.614 .54 .15 0 P22 .00 .00 22 0 0 0 0 0

==================================================================================================================================

Viga= 222 V222 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= .95 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 5.48 PMin= 5.29 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 202 Apoio= 2

3- Parc.Dist.PMax= .45 PMin= .45 Inicio= .00 Compr= 2.75

4- Parc.Dist.PMax= .13 PMin= .13 Inicio= 2.75 Compr= 2.19

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 6.9 tf* m | M.[+] Max= 5.0 tf* m - Abcis.= 288 | M.[-] = 6.5 tf* m

[tf,cm]| As = 8.71 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 8.24 -SRAD- [ 3 B 20.0mm]

| AsL= 2.54 ------ x/d = .50 | As = 4.84 -STAS- [ 4 B 12.5mm ] | AsL= 2.07 ------ x/d = .50

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.0 | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***

| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***

[tf,cm]| Bit.Fiss.= 4.6 M[-]Min= 200.4 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.3 M[-]Min= 251.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 119. 9.27 21.87 2 45. 4.7 1.4 5.4 6.3 10.0 2 .0 .0

119.- 238. 6.38 21.87 2 45. 2.2 1.4 3.0 6.3 20.0 2 .0 .0

238.- 288. 5.94 21.87 2 45. 1.8 1.4 4.6 6.3 12.5 2 .0 3.5

288.- 470. 9.34 21.87 2 45. 4.7 1.4 5.8 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 119. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .51

119.- 238. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .38

238.- 288. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .39

288.- 470. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .54

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26

2- Parc.Dist.PMax= .70 PMin= .67 Inicio= .26 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .09 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 34.5 | % Baric.Armad.=12 ****

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .61 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 6.613 5.674 .54 .15 0 P12 .00 .00 12 0 0 0 0 0

2 7.105 6.184 .50 .13 0 P2 .00 .00 2 0 0 0 0 0

==================================================================================================================================

Viga= 223 V223 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .6 tf* m - Abcis.= 108 | M.[-] = 1.7 tf* m

[tf,cm]| As = .96 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.69 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 4.4 M[+]Min= 90.7 | Bit.Fiss.= 1.1 M[-]Min= 149.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 2.81 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .28

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= .5 tf* m - Abcis.= 108 | M.[-] = .1 tf* m

[tf,cm]| As = 1.99 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .96 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 149.2 | Bit.Fiss.= 6.0 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.01 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .29

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.199 .276 .14 .00 2 V211 .00 .00 0 0 0 0 0 0

2 3.262 3.117 .50 .13 0 P18 .00 .00 18 0 0 0 0 0

3 1.112 .133 .14 .00 2 V207 .00 .00 0 0 0 0 0 0

==================================================================================================================================

53

Viga= 224 V224 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .66 Compr= .20

2- Parc.Dist.PMax= .70 PMin= .69 Inicio= .00 Compr= .66

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .07 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .65 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.00 /B= .14 /H= .50 /BCs= .44 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= .82 Inicio= .00 Compr= 2.22

2- Parc.Dist.PMax= 1.23 PMin= .87 Inicio= 2.22 Compr= 1.95

3- Parc.Dist.PMax= .37 PMin= .26 Inicio= 4.17 Compr= .83

4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00

5- Reac.Ind. PMax= 1.35 PMin= 1.17 Aplic.= 2.22 Bw Ap= .14 D.Ver= .40 Viga= 217 Apoio= 3

6- Reac.Ind. PMax= 1.69 PMin= 1.49 Aplic.= 4.17 Bw Ap= .14 D.Ver= .40 Viga= 216 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.9 tf* m | M.[+] Max= 3.2 tf* m - Abcis.= 222 | M.[-] = 6.9 tf* m

[tf,cm]| As = 4.95 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.2 | As = 6.04 -SRAS- [ 2 B 20.0mm]

| AsL= .00 ------ x/d = .28 | As = 2.40 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .35

| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.9 | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 230.6 | Bit.Fiss.= 1.3 M[+]Min= 141.3 | Bit.Fiss.= 2.7 M[-]Min= 230.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 157. 8.28 27.95 2 45. 2.2 1.4 3.6 6.3 15.0 2 .0 .0

157.- 313. 4.09 27.95 2 45. .0 1.4 1.4 5.0 25.0 2 .0 .0

313.- 470. 9.49 27.95 2 45. 3.1 1.4 6.3 8.0 15.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 157. .13 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .44

157.- 313. .13 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .29

313.- 470. .30 .87 5 5.1 5.1 41.1 1.6 1.1 .1 .7 .68

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 4.05 /B= .14 /H= .50 /BCs= .38 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .16 PMin= .11 Inicio= .00 Compr= 2.88

2- Parc.Dist.PMax= .30 PMin= .20 Inicio= 2.88 Compr= 1.17

3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 4.05

4- Reac.Ind. PMax= 1.25 PMin= 1.06 Aplic.= 2.88 Bw Ap= .14 D.Ver= .40 Viga= 208 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.6 tf* m | M.[+] Max= .9 tf* m - Abcis.= 150 | M.[-] = 4.2 tf* m

[tf,cm]| As = 2.95 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .4 | As = 3.49 -SRAS- [ 2 B 20.0mm]

| AsL= .00 ------ x/d = .17 | As = 1.40 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .20

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= .9 | x/dMx= .50

| | Fle.Adm.= 1.4 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 197.4 | Bit.Fiss.= 3.8 M[+]Min= 136.5 | Bit.Fiss.= 1.7 M[-]Min= 197.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 250. 3.87 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

250.- 375. 5.29 27.95 2 45. .2 1.4 2.5 4.2 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 250. .09 .87 5 5.1 5.1 41.1 .5 1.1 .0 .2 .24

250.- 375. .21 .87 5 5.1 5.1 41.1 1.1 1.1 .1 .5 .43

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 5.00 /B= .14 /H= .50 /BCs= .74 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .49 PMin= .34 Inicio= .00 Compr= .83

2- Parc.Dist.PMax= 1.15 PMin= .81 Inicio= .83 Compr= 1.95

3- Parc.Dist.PMax= 1.08 PMin= .77 Inicio= 2.78 Compr= 2.22

4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00

5- Reac.Ind. PMax= 2.36 PMin= 2.15 Aplic.= .83 Bw Ap= .14 D.Ver= .40 Viga= 204 Apoio= 1

6- Reac.Ind. PMax= 1.43 PMin= 1.33 Aplic.= 2.78 Bw Ap= .14 D.Ver= .40 Viga= 202 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 6.9 tf* m | M.[+] Max= 3.5 tf* m - Abcis.= 298 | M.[-] = 5.2 tf* m

[tf,cm]| As = 6.05 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= 1.0 | As = 4.28 -SRAS- [ 4 B 12.5mm]

| AsL= .00 ------ x/d = .35 | As = 2.63 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .24

| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.2 | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 2.7 M[-]Min= 313.9 | Bit.Fiss.= 1.4 M[+]Min= 154.0 | Bit.Fiss.= 2.1 M[-]Min= 313.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 157. 10.32 27.95 2 45. 3.6 1.4 7.3 8.0 12.5 2 .0 .0

157.- 313. 3.76 27.95 2 45. .0 1.4 1.4 5.0 25.0 2 .0 .0

313.- 470. 7.76 27.95 2 45. 1.9 1.4 3.2 5.0 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 157. .33 .87 5 5.1 5.1 41.1 1.8 1.1 .1 .7 .75

157.- 313. .12 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .28

313.- 470. .12 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .42

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .20

2- Parc.Dist.PMax= .71 PMin= .69 Inicio= .20 Compr= .66

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .07 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .65 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 6.362 4.852 .50 .10 0 P29 .00 .00 29 0 0 0 0 0

2 7.980 7.488 1.00 .35 0 P23 .00 .00 23 0 0 0 0 0

3 9.938 9.044 .54 .12 0 P13 .00 .00 13 0 0 0 0 0

54

4 6.009 4.777 .50 .10 0 P3 .00 .00 3 0 0 0 0 0

==================================================================================================================================

Viga= 225 V225 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .66 Compr= .20

2- Parc.Dist.PMax= .72 PMin= .70 Inicio= .00 Compr= .66

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .07 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .66 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.00 /B= .14 /H= .50 /BCs= .44 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .82 Inicio= .00 Compr= 2.22

2- Parc.Dist.PMax= 1.22 PMin= .87 Inicio= 2.22 Compr= 1.95

3- Parc.Dist.PMax= .37 PMin= .26 Inicio= 4.17 Compr= .83

4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00

5- Reac.Ind. PMax= 1.35 PMin= 1.18 Aplic.= 2.22 Bw Ap= .14 D.Ver= .40 Viga= 218 Apoio= 1

6- Reac.Ind. PMax= 1.67 PMin= 1.48 Aplic.= 4.17 Bw Ap= .14 D.Ver= .40 Viga= 216 Apoio= 2

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.9 tf* m | M.[+] Max= 3.2 tf* m - Abcis.= 222 | M.[-] = 6.9 tf* m

[tf,cm]| As = 4.92 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.2 | As = 6.03 -SRAS- [ 2 B 20.0mm]

| AsL= .00 ------ x/d = .28 | As = 2.39 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .35

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 1.9 | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 230.6 | Bit.Fiss.= 1.3 M[+]Min= 141.3 | Bit.Fiss.= 2.7 M[-]Min= 230.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 157. 8.24 27.95 2 45. 2.2 1.4 3.7 6.3 15.0 2 .0 .0

157.- 313. 4.08 27.95 2 45. .0 1.4 1.5 6.3 25.0 2 .0 .0

313.- 470. 9.47 27.95 2 45. 3.0 1.4 6.0 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 157. .14 .87 5 5.1 5.1 41.1 .8 1.1 .0 .3 .45

157.- 313. .14 .87 5 5.1 5.1 41.1 .8 1.1 .0 .3 .30

313.- 470. .27 .87 5 5.1 5.1 41.1 1.5 1.1 .1 .6 .65

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 4.05 /B= .14 /H= .50 /BCs= .38 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .16 PMin= .11 Inicio= .00 Compr= 2.88

2- Parc.Dist.PMax= .31 PMin= .21 Inicio= 2.88 Compr= 1.17

3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 4.05

4- Reac.Ind. PMax= 1.24 PMin= 1.05 Aplic.= 2.88 Bw Ap= .14 D.Ver= .40 Viga= 208 Apoio= 2

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.6 tf* m | M.[+] Max= .9 tf* m - Abcis.= 150 | M.[-] = 4.3 tf* m

[tf,cm]| As = 2.94 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .4 | As = 3.45 -SRAS- [ 2 B 16.0mm]

| AsL= .00 ------ x/d = .17 | As = 1.39 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .20

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= .9 | x/dMx= .50

| | Fle.Adm.= 1.4 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 197.4 | Bit.Fiss.= 3.7 M[+]Min= 136.5 | Bit.Fiss.= 1.7 M[-]Min= 197.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 250. 3.85 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

250.- 375. 5.29 27.95 2 45. .2 1.4 2.3 4.2 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 250. .08 .87 5 5.1 5.1 41.1 .4 1.1 .0 .2 .23

250.- 375. .19 .87 5 5.1 5.1 41.1 1.0 1.1 .1 .4 .40

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 5.00 /B= .14 /H= .50 /BCs= .74 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .49 PMin= .34 Inicio= .00 Compr= .83

2- Parc.Dist.PMax= 1.14 PMin= .81 Inicio= .83 Compr= 1.95

3- Parc.Dist.PMax= 1.07 PMin= .76 Inicio= 2.78 Compr= 2.22

4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00

5- Reac.Ind. PMax= 2.35 PMin= 2.13 Aplic.= .83 Bw Ap= .14 D.Ver= .40 Viga= 204 Apoio= 2

6- Reac.Ind. PMax= 1.44 PMin= 1.34 Aplic.= 2.78 Bw Ap= .14 D.Ver= .40 Viga= 203 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 6.9 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 298 | M.[-] = 5.2 tf* m

[tf,cm]| As = 6.69 -SRAS- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= 1.0 | As = 4.27 -SRAS- [ 4 B 12.5mm]

| AsL= .00 ------ x/d = .42 | As = 2.60 -STAS- [ 4 B 10.0mm ] | AsL= .00 ------ x/d = .24

| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.2 | x/dMx= .50

| | Fle.Adm.= 1.7 |

| % Baric.Armad.= 12 *** | % Baric.Armad.= 3 | % Baric.Armad.= 4

[tf,cm]| Bit.Fiss.= 2.7 M[-]Min= 313.9 | Bit.Fiss.= 1.4 M[+]Min= 154.0 | Bit.Fiss.= 2.1 M[-]Min= 313.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 157. 10.26 27.95 2 45. 3.6 1.4 6.9 8.0 12.5 2 .0 .0

157.- 313. 3.76 27.95 2 45. .0 1.4 1.5 5.0 25.0 2 .0 .0

313.- 470. 7.73 27.95 2 45. 1.9 1.4 3.3 5.0 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 157. .30 .87 5 5.1 5.1 41.1 1.6 1.1 .1 .7 .71

157.- 313. .13 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .29

313.- 470. .13 .87 5 5.1 5.1 41.1 .7 1.1 .0 .3 .43

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .20

2- Parc.Dist.PMax= .73 PMin= .70 Inicio= .20 Compr= .66

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .07 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .67 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

55

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 6.349 4.836 .50 .10 0 P30 .00 .00 30 0 0 0 0 0

2 7.946 7.456 1.00 .35 0 P24 .00 .00 24 0 0 0 0 0

3 9.897 9.005 .54 .12 0 P14 .00 .00 14 0 0 0 0 0

4 5.995 4.761 .50 .10 0 P4 .00 .00 4 0 0 0 0 0

==================================================================================================================================

Viga= 226 V226 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .6 tf* m - Abcis.= 108 | M.[-] = 1.8 tf* m

[tf,cm]| As = .96 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.73 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 4.6 M[+]Min= 90.7 | Bit.Fiss.= 1.2 M[-]Min= 149.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 2.84 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .27

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.05

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= .5 tf* m - Abcis.= 108 | M.[-] = .1 tf* m

[tf,cm]| As = 2.01 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .96 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 149.2 | Bit.Fiss.= 6.1 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.03 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .28

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.186 .258 .14 .00 2 V213 .00 .00 0 0 0 0 0 0

2 3.325 3.085 .50 .13 0 P19 .00 .00 19 0 0 0 0 0

3 1.106 .123 .14 .00 2 V207 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 227 V227 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26

2- Parc.Dist.PMax= .67 PMin= .65 Inicio= .00 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .09 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 37.2 | % Baric.Armad.=12 ****

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .95 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 5.74 PMin= 5.43 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 218 Apoio= 2

3- Parc.Dist.PMax= .13 PMin= .13 Inicio= .00 Compr= 2.19

4- Parc.Dist.PMax= .46 PMin= .45 Inicio= 2.19 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 7.2 tf* m | M.[+] Max= 5.0 tf* m - Abcis.= 205 | M.[-] = 6.7 tf* m

[tf,cm]| As = 9.04 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 8.44 -SRAD- [ 3 B 20.0mm]

| AsL= 2.86 ------ x/d = .50 | As = 4.82 -STAS- [ 4 B 12.5mm ] | AsL= 2.26 ------ x/d = .50

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.9 | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***

| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***

[tf,cm]| Bit.Fiss.= 4.8 M[-]Min= 251.2 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.4 M[-]Min= 200.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 9.81 21.87 2 45. 5.1 1.4 6.4 8.0 15.0 2 .0 .0

182.- 232. 6.42 21.87 2 45. 2.2 1.4 5.0 6.3 10.0 2 .0 3.7

232.- 351. 6.25 21.87 2 45. 2.0 1.4 3.0 6.3 20.0 2 .0 .0

351.- 470. 9.14 21.87 2 45. 4.5 1.4 5.5 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .59

182.- 232. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .43

232.- 351. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .39

351.- 470. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .52

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 7.414 6.397 .50 .13 0 P31 .00 .00 31 0 0 0 0 0

2 6.528 5.622 .54 .15 0 P25 .00 .00 25 0 0 0 0 0

==================================================================================================================================

Viga= 228 V228 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.16 PMin= .95 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 5.48 PMin= 5.29 Aplic.= 2.75 Bw Ap= .14 D.Ver= .40 Viga= 203 Apoio= 2

3- Parc.Dist.PMax= .46 PMin= .45 Inicio= .00 Compr= 2.75

4- Parc.Dist.PMax= .13 PMin= .13 Inicio= 2.75 Compr= 2.19

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

56

| M.[-] = 6.9 tf* m | M.[+] Max= 5.0 tf* m - Abcis.= 288 | M.[-] = 6.6 tf* m

[tf,cm]| As = 8.70 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.1 | As = 8.28 -SRAD- [ 3 B 20.0mm]

| AsL= 2.52 ------ x/d = .50 | As = 4.84 -STAS- [ 4 B 12.5mm ] | AsL= 2.11 ------ x/d = .50

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.0 | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***

| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***

[tf,cm]| Bit.Fiss.= 4.6 M[-]Min= 200.4 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.3 M[-]Min= 251.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 119. 9.27 21.87 2 45. 4.7 1.4 5.5 6.3 10.0 2 .0 .0

119.- 238. 6.37 21.87 2 45. 2.2 1.4 3.0 6.3 20.0 2 .0 .0

238.- 288. 5.96 21.87 2 45. 1.8 1.4 4.8 6.3 12.5 2 .0 3.5

288.- 470. 9.36 21.87 2 45. 4.7 1.4 6.0 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 119. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .51

119.- 238. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .39

238.- 288. .09 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .40

288.- 470. .09 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .56

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26

2- Parc.Dist.PMax= .68 PMin= .66 Inicio= .26 Compr= .62

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .09 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 36.7 | % Baric.Armad.=12 ****

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 6.612 5.668 .54 .15 0 P15 .00 .00 15 0 0 0 0 0

2 7.107 6.182 .50 .13 0 P5 .00 .00 5 0 0 0 0 0

==================================================================================================================================

Viga= 229 V229 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .22 PMin= .16 Inicio= .00 Compr= 2.48

2- Parc.Dist.PMax= .35 PMin= .29 Inicio= 2.48 Compr= 2.55

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 5.03

4- Reac.Ind. PMax= 2.84 PMin= 2.71 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 218 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 257 | M.[-] = 4.8 tf* m

[tf,cm]| As = 1.94 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.3 | As = 6.08 -SRAS- [ 3 B 16.0mm]

| AsL= .00 ------ x/d = .14 | As = 3.26 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .48

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.2 | x/dMx= .50

| | Fle.Adm.= 1.7 |

| % Baric.Armad.= 3 | % Baric.Armad.= 4 | % Baric.Armad.= 11 ***

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 121.0 | Bit.Fiss.= 2.0 M[+]Min= 93.1 | Bit.Fiss.= 3.1 M[-]Min= 173.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 213. 4.49 21.87 2 45. .5 1.4 2.1 6.3 20.0 2 .0 .0

213.- 264. 3.10 21.87 2 45. .0 1.4 3.3 6.3 17.5 2 .0 1.8

264.- 372. 4.54 21.87 2 45. .6 1.4 1.8 6.3 20.0 2 .0 .0

372.- 481. 6.22 21.87 2 45. 2.0 1.4 3.2 6.3 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 213. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .37

213.- 264. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .30

264.- 372. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .33

372.- 481. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .41

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.33

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 259 | M.[-] = 1.0 tf* m

[tf,cm]| As = 2.82 -SRAS- [ 2 B 16.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.05 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .21 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .08

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 112.1 | Bit.Fiss.= 1.0 M[+]Min= 82.8 | Bit.Fiss.= 1.0 M[-]Min= 112.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 209. 3.80 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .19

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.43

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 0 | M.[-] = 2.1 tf* m

[tf,cm]| As = 1.33 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.98 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .10 | As = 1.06 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 113.8 | Bit.Fiss.= 1.2 M[+]Min= 83.2 | Bit.Fiss.= 1.3 M[-]Min= 113.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 219. 3.08 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 219. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .16

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .35 PMin= .29 Inicio= .00 Compr= 2.45

2- Parc.Dist.PMax= .22 PMin= .16 Inicio= 2.45 Compr= 2.19

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 4.64

4- Reac.Ind. PMax= 2.94 PMin= 2.80 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 203 Apoio= 3

57

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.1 tf* m | M.[+] Max= 2.5 tf* m - Abcis.= 238 | M.[-] = 3.8 tf* m

[tf,cm]| As = 4.53 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.1 | As = 4.14 -SRAS- [ 4 B 12.5mm]

| AsL= .00 ------ x/d = .34 | As = 2.37 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .31

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.7 | x/dMx= .50

| | Fle.Adm.= 1.5 |

[tf,cm]| Bit.Fiss.= 2.6 M[-]Min= 166.6 | Bit.Fiss.= 1.6 M[+]Min= 92.2 | Bit.Fiss.= 2.5 M[-]Min= 138.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 208. 5.59 21.87 2 45. 1.5 1.4 2.9 6.3 20.0 2 .0 .0

208.- 258. 2.61 21.87 2 45. .0 1.4 3.7 6.3 15.0 2 .0 1.9

258.- 440. 5.33 21.87 2 45. 1.3 1.4 3.0 6.3 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 208. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .41

208.- 258. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .31

258.- 440. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .43

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.205 2.819 .19 .00 0 P32 .00 .00 32 0 0 0 0 0

2 6.632 4.907 .50 .13 0 P26 .00 .00 26 0 0 0 0 0

3 1.043 .783 .50 .13 0 P20 .00 .00 20 0 0 0 0 0

4 5.322 4.156 .50 .13 0 P16 .00 .00 16 0 0 0 0 0

5 3.810 3.002 .50 .13 0 P6 .00 .00 6 0 0 0 0 0

==================================================================================================================================

3.2.1.4 Vigas do primeiro pavimento

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300

T Q S Projeto: 0003 - Primeiro Pavimento 14/01/16

CAD/Vigas 18:28:45

-----------------------------------------------------------------------------------------------------------------------------------

fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos

Viga= 101 V101 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.1 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 59 | M.[-] = 2.2 tf* m

[tf,cm]| As = 2.05 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 2.11 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 1.38 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.4 M[-]Min= 146.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 3.53 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .17

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= .6 tf* m - Abcis.= 229 | M.[-] = 1.8 tf* m

[tf,cm]| As = 1.91 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.78 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 154.7 | Bit.Fiss.= 3.7 M[+]Min= 91.6 | Bit.Fiss.= 1.2 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 3.36 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .16

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 5 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .99 PMin= .91 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.8 tf* m | M.[+] Max= .7 tf* m - Abcis.= 213 | M.[-] = 1.7 tf* m

[tf,cm]| As = 1.74 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.67 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 128.3 | Bit.Fiss.= 2.9 M[+]Min= 85.8 | Bit.Fiss.= 1.2 M[-]Min= 128.3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 3.09 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= .6 tf* m - Abcis.= 68 | M.[-] = 1.9 tf* m

[tf,cm]| As = 1.85 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.86 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 154.7 | Bit.Fiss.= 4.3 M[+]Min= 91.6 | Bit.Fiss.= 1.3 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

58

[tf,cm] 0.- 256. 3.30 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .16

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= 3.55 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.2 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 295 | M.[-] = 2.0 tf* m

[tf,cm]| As = 2.19 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = 1.92 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .16 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.3 M[-]Min= 146.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 3.60 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .17

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.199 .563 .19 .00 0 P1 .00 .00 1 0 0 0 0 0

2 3.397 3.282 .19 .00 0 P2 .00 .00 2 0 0 0 0 0

3 3.184 2.823 .19 .00 0 P3 .00 .00 3 0 0 0 0 0

4 3.191 2.827 .19 .00 0 P4 .00 .00 4 0 0 0 0 0

5 3.404 3.295 .19 .00 0 P5 .00 .00 5 0 0 0 0 0

6 2.142 .511 .19 .00 0 P6 .00 .00 6 0 0 0 0 0

==================================================================================================================================

Viga= 102 V102 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.44 /B= .14 /H= .40 /BCs= .66 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.44

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 178 | M.[-] = 5.1 tf* m

[tf,cm]| As = 1.05 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .8 | As = 6.01 -SRAS- [ 2 B 20.0mm]

| AsL= .00 ------ x/d = .07 | As = 2.19 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .46

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.2 | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 21.8 M[-]Min= 106.2 | Bit.Fiss.= 1.5 M[+]Min= 96.7 | Bit.Fiss.= 3.2 M[-]Min= 205.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 217. 4.15 21.87 2 45. .2 1.4 1.4 5.0 20.0 2 .0 .0

217.- 326. 6.37 21.87 2 45. 2.2 1.4 2.7 5.0 12.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 217. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .24

217.- 326. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .35

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.62 /B= .14 /H= .40 /BCs= .53 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.62

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.7 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 45 | M.[-] = 1.4 tf* m

[tf,cm]| As = 7.25 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.41 -SRAS- [ 2 B 10.0mm]

| AsL= 1.11 ------ x/d = .50 | As = 1.69 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= .9 |

| % Baric.Armad.= 12 *** | % Baric.Armad.= 3 | % Baric.Armad.= 1

[tf,cm]| Bit.Fiss.= 3.7 M[-]Min= 177.3 | Bit.Fiss.= 1.2 M[+]Min= 93.5 | Bit.Fiss.= 1.0 M[-]Min= 148.3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 241. 6.12 21.87 2 45. 1.9 1.4 1.9 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 241. .02 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .30

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.961 1.502 .14 .00 2 V120 .00 .00 0 0 0 0 0 0

2 7.336 4.873 .50 .13 1 P7 .00 .00 7 0 0 0 0 0

3 2.796 -1.124 .19 .00 1 P8 .00 .00 8 0 0 0 0 0

==================================================================================================================================

Viga= 103 V103 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.62 /B= .14 /H= .40 /BCs= .53 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.62

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.5 tf* m | M.[+] Max= 2.0 tf* m - Abcis.= 275 | M.[-] = 5.5 tf* m

[tf,cm]| As = 1.44 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 7.21 -SRAD- [ 4 B 16.0mm]

| AsL= .00 ------ x/d = .10 | As = 1.85 -STAS- [ 3 B 10.0mm ] | AsL= 1.30 ------ x/d = .50

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 | ***AsL Compr.***

| % Baric.Armad.= 1 | % Baric.Armad.= 3 | % Baric.Armad.= 15 ***

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 148.3 | Bit.Fiss.= 1.3 M[+]Min= 93.5 | Bit.Fiss.= 3.5 M[-]Min= 177.3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 241. 5.92 21.87 2 45. 1.8 1.4 1.8 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 241. .02 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .29

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.40 /B= .14 /H= .40 /BCs= .65 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.40

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.2 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 176 | M.[-] = .2 tf* m

[tf,cm]| As = 6.88 -SRAD- [ 4 B 16.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.04 -SRAS- [ 2 B 10.0mm]

| AsL= .94 ------ x/d = .50 | As = 2.13 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

59

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 1.2 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= 1.1 |

| % Baric.Armad.= 15 *** | % Baric.Armad.= 3 | % Baric.Armad.= 1

[tf,cm]| Bit.Fiss.= 3.3 M[-]Min= 203.8 | Bit.Fiss.= 1.4 M[+]Min= 96.5 | Bit.Fiss.= 25.3 M[-]Min= 105.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 107. 6.40 21.87 2 45. 2.2 1.4 2.7 5.0 12.5 2 .0 .0

107.- 321. 4.08 21.87 2 45. .2 1.4 1.4 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 107. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .35

107.- 321. .04 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .24

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.921 -.981 .19 .00 1 P9 .00 .00 9 0 0 0 0 0

2 7.152 4.768 .50 .13 1 P10 .00 .00 10 0 0 0 0 0

3 2.914 1.395 .14 .00 2 V129 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 104 V104 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.44 PMin= 1.23 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .5 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 160 | M.[-] = .4 tf* m

[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = .97 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.70 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 2.8 M[-]Min= 99.2 | Bit.Fiss.= 1.2 M[+]Min= 99.5 | Bit.Fiss.= 3.3 M[-]Min= 99.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 3.44 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.454 2.027 .14 .00 2 V124 .00 .00 0 0 0 0 0 0

2 2.435 2.008 .14 .00 2 V125 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 105 V105 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.81 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.7 tf* m | M.[+] Max= 2.4 tf* m - Abcis.= 118 | M.[-] = 2.4 tf* m

[tf,cm]| As = 2.73 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .8 | As = 2.40 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .20 | As = 2.21 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .17

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 168.2 | Bit.Fiss.= 1.5 M[+]Min= 100.3 | Bit.Fiss.= 1.6 M[-]Min= 168.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 5.80 21.87 2 45. 1.7 1.4 1.7 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .27

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.138 2.110 .19 .00 0 P11 .00 .00 11 0 0 0 0 0

2 4.113 2.085 .19 .00 0 P12 .00 .00 12 0 0 0 0 0

==================================================================================================================================

Viga= 106 V106 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.80 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.5 tf* m | M.[+] Max= 2.4 tf* m - Abcis.= 236 | M.[-] = 2.5 tf* m

[tf,cm]| As = 2.50 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .8 | As = 2.47 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .18 | As = 2.26 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .18

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 168.2 | Bit.Fiss.= 1.5 M[+]Min= 100.3 | Bit.Fiss.= 1.7 M[-]Min= 168.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 5.85 21.87 2 45. 1.7 1.4 1.7 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .28

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.174 2.149 .19 .00 0 P15 .00 .00 15 0 0 0 0 0

2 4.054 2.029 .19 .00 0 P16 .00 .00 16 0 0 0 0 0

==================================================================================================================================

Viga= 107 V107 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .77 PMin= .54 Inicio= .00 Compr= 1.45

2- Parc.Dist.PMax= .48 PMin= .33 Inicio= 1.45 Compr= 1.30

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.31 PMin= -.08 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 123 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.1 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 45 | M.[-] = 2.3 tf* m

[tf,cm]| As = 2.09 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 2.28 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 1.36 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .16

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .8 | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 163.2 | Bit.Fiss.= 1.0 M[+]Min= 94.2 | Bit.Fiss.= 1.5 M[-]Min= 173.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 4.41 21.87 2 45. .5 1.4 1.9 5.0 20.0 2 .0 .8

60

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .32

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.20 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.02 PMin= .88 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= .5 tf* m - Abcis.= 213 | M.[-] = 1.8 tf* m

[tf,cm]| As = 1.80 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.71 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.30 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 167.2 | Bit.Fiss.= 7.5 M[+]Min= 93.4 | Bit.Fiss.= 1.2 M[-]Min= 167.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 3.01 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 301. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .33 Inicio= .00 Compr= 1.25

2- Parc.Dist.PMax= .77 PMin= .54 Inicio= 1.25 Compr= 1.50

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.29 PMin= -.10 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 126 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.4 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 229 | M.[-] = 2.0 tf* m

[tf,cm]| As = 2.40 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.97 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = 1.37 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 173.7 | Bit.Fiss.= 1.0 M[+]Min= 94.2 | Bit.Fiss.= 1.3 M[-]Min= 163.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 91. 4.59 21.87 2 45. .6 1.4 1.8 5.0 20.0 2 .0 .0

91.- 141. 3.10 21.87 2 45. .0 1.4 2.0 5.0 17.5 2 .0 .8

141.- 256. 4.02 21.87 2 45. .1 1.4 1.4 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 91. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .33

91.- 141. .08 .66 5 5.1 5.1 31.1 .6 1.1 .0 .2 .26

141.- 256. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .29

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.991 .738 .19 .00 0 P12 .00 .00 12 0 0 0 0 0

2 4.216 3.143 .19 .00 0 P13 .00 .00 13 0 0 0 0 0

3 4.293 3.149 .19 .00 0 P14 .00 .00 14 0 0 0 0 0

4 2.874 .675 .19 .00 0 P15 .00 .00 15 0 0 0 0 0

==================================================================================================================================

Viga= 108 V108 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .73 PMin= .69 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .3 tf* m | M.[+] Max= .9 tf* m - Abcis.= 160 | M.[-] = .3 tf* m

[tf,cm]| As = .90 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = .90 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.22 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 7.8 M[-]Min= 85.0 | Bit.Fiss.= 1.8 M[+]Min= 91.2 | Bit.Fiss.= 9.0 M[-]Min= 85.0

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 1.82 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.297 1.016 .14 .00 2 V124 .00 .00 0 0 0 0 0 0

2 1.286 1.004 .14 .00 2 V125 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 109 V109 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.55 PMin= 1.27 Inicio= .00 Compr= 5.02

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.9 tf* m | M.[+] Max= 3.5 tf* m - Abcis.= 293 | M.[-] = 2.8 tf* m

[tf,cm]| As = 3.03 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= 1.5 | As = 2.85 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .22 | As = 3.28 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .21

| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.8 M[-]Min= 163.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 484. 6.14 21.87 2 45. 2.0 1.4 2.0 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 484. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .28

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.379 3.160 .19 .00 0 P17 .00 .00 17 0 0 0 0 0

2 4.331 3.112 .19 .00 0 P18 .00 .00 18 0 0 0 0 0

==================================================================================================================================

Viga= 110 V110 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= 1.15 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.54 PMin= 1.26 Inicio= .00 Compr= 5.02

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.9 tf* m | M.[+] Max= 3.5 tf* m - Abcis.= 293 | M.[-] = 2.8 tf* m

61

[tf,cm]| As = 2.99 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= 1.5 | As = 2.90 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .22 | As = 3.28 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .22

| Grampos Esq.= 2B 6.3mm x/dMx= .50 | | Grampos Dir.= 2B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 163.4 | Bit.Fiss.= 2.0 M[+]Min= 104.3 | Bit.Fiss.= 1.9 M[-]Min= 163.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 484. 6.13 21.87 2 45. 1.9 1.4 1.9 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 484. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .28

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.373 3.155 .19 .00 0 P19 .00 .00 19 0 0 0 0 0

2 4.332 3.113 .19 .00 0 P20 .00 .00 20 0 0 0 0 0

==================================================================================================================================

Viga= 111 V111 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .77 PMin= .54 Inicio= .00 Compr= 1.45

2- Parc.Dist.PMax= .48 PMin= .33 Inicio= 1.45 Compr= 1.30

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.34 PMin= .07 Aplic.= 1.45 Bw Ap= .14 D.Ver= .40 Viga= 123 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 229 | M.[-] = 2.2 tf* m

[tf,cm]| As = 1.97 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 2.14 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.67 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .9 | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 141.6 | Bit.Fiss.= 1.1 M[+]Min= 97.7 | Bit.Fiss.= 1.4 M[-]Min= 163.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 4.79 21.87 2 45. .8 1.4 1.9 5.0 20.0 2 .0 .9

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .33

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.416 1.012 .19 .00 0 P22 .00 .00 22 0 0 0 0 0

2 3.058 .558 .19 .00 0 P23 .00 .00 23 0 0 0 0 0

==================================================================================================================================

Viga= 112 V112 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .46 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .72 PMin= .68 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.3 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 320 | M.[-] = 2.1 tf* m

[tf,cm]| As = 2.21 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = 2.04 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .16 | As = 1.49 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 139.6 | Bit.Fiss.= 1.1 M[+]Min= 91.2 | Bit.Fiss.= 1.4 M[-]Min= 139.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 3.30 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.351 .028 .19 .00 0 P23 .00 .00 23 0 0 0 0 0

2 2.255 -.067 .19 .00 0 P24 .00 .00 24 0 0 0 0 0

==================================================================================================================================

Viga= 113 V113 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .69 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .48 PMin= .33 Inicio= .00 Compr= 1.25

2- Parc.Dist.PMax= .77 PMin= .54 Inicio= 1.25 Compr= 1.50

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

4- Reac.Ind. PMax= 1.33 PMin= .05 Aplic.= 1.25 Bw Ap= .14 D.Ver= .40 Viga= 126 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.3 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 68 | M.[-] = 1.9 tf* m

[tf,cm]| As = 2.32 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.82 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = 1.56 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .8 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 163.2 | Bit.Fiss.= 1.1 M[+]Min= 97.7 | Bit.Fiss.= 1.2 M[-]Min= 141.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 4.56 21.87 2 45. .6 1.4 1.9 5.0 20.0 2 .0 .9

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .31

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.221 .651 .19 .00 0 P24 .00 .00 24 0 0 0 0 0

2 3.260 .911 .19 .00 0 P25 .00 .00 25 0 0 0 0 0

==================================================================================================================================

Viga= 114 V114 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.80 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.3 tf* m | M.[+] Max= 2.3 tf* m - Abcis.= 118 | M.[-] = 2.0 tf* m

[tf,cm]| As = 2.28 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.98 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = 2.16 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 168.2 | Bit.Fiss.= 1.5 M[+]Min= 100.3 | Bit.Fiss.= 1.4 M[-]Min= 168.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 5.51 21.87 2 45. 1.4 1.4 1.4 4.2 17.5 2 .0 .0

62

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .26

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.928 2.292 .19 .00 0 P21 .00 .00 21 0 0 0 0 0

2 3.911 2.275 .19 .00 0 P22 .00 .00 22 0 0 0 0 0

==================================================================================================================================

Viga= 115 V115 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .85 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.81 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.2 tf* m | M.[+] Max= 2.4 tf* m - Abcis.= 236 | M.[-] = 2.2 tf* m

[tf,cm]| As = 2.12 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 2.10 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 2.22 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 168.2 | Bit.Fiss.= 1.5 M[+]Min= 100.3 | Bit.Fiss.= 1.4 M[-]Min= 168.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 336. 5.61 21.87 2 45. 1.5 1.4 1.5 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 336. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .27

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.003 2.368 .19 .00 0 P25 .00 .00 25 0 0 0 0 0

2 3.849 2.213 .19 .00 0 P26 .00 .00 26 0 0 0 0 0

==================================================================================================================================

Viga= 116 V116 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.20 /B= .14 /H= .40 /BCs= .78 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.45 PMin= 1.24 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .4 tf* m | M.[+] Max= 1.9 tf* m - Abcis.= 160 | M.[-] = .4 tf* m

[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .6 | As = .97 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.72 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 4.2 M[-]Min= 99.2 | Bit.Fiss.= 1.2 M[+]Min= 99.5 | Bit.Fiss.= 4.6 M[-]Min= 99.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 3.39 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.415 2.120 .14 .00 2 V124 .00 .00 0 0 0 0 0 0

2 2.403 2.108 .14 .00 2 V125 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 117 V117 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 147 | M.[-] = 1.3 tf* m

[tf,cm]| As = 1.02 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 2.03 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 2.09 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 22.6 M[-]Min= 105.9 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 1.0 M[-]Min= 208.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 4.95 21.87 2 45. .9 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .26

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.3 tf* m | M.[+] Max= .7 tf* m - Abcis.= 160 | M.[-] = .2 tf* m

[tf,cm]| As = 1.76 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .98 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 181.9 | Bit.Fiss.= 5.2 M[+]Min= 94.1 | Bit.Fiss.= 19.3 M[-]Min= 98.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 3.06 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .15

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.870 2.724 .14 .00 2 V120 .00 .00 0 0 0 0 0 0

2 5.698 5.391 .14 .00 2 V121 .00 .00 0 0 0 0 0 0

3 1.377 1.195 .14 .00 2 V124 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 118 V118 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.25 PMin= 1.06 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= .6 tf* m - Abcis.= 114 | M.[-] = 1.3 tf* m

63

[tf,cm]| As = .98 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 1.76 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .07 | As = 1.46 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 18.1 M[-]Min= 98.2 | Bit.Fiss.= 6.0 M[+]Min= 94.1 | Bit.Fiss.= 1.0 M[-]Min= 181.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 3.04 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .15

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.55 /B= .14 /H= .40 /BCs= .67 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.79 PMin= 1.52 Inicio= .00 Compr= 3.55

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.3 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 207 | M.[-] = .2 tf* m

[tf,cm]| As = 2.03 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.02 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 2.09 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= 1.2 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 208.8 | Bit.Fiss.= 1.4 M[+]Min= 97.0 | Bit.Fiss.= 25.0 M[-]Min= 105.9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 341. 4.96 21.87 2 45. .9 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 341. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .26

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.379 1.206 .14 .00 2 V125 .00 .00 0 0 0 0 0 0

2 5.696 5.389 .14 .00 2 V127 .00 .00 0 0 0 0 0 0

3 2.867 2.721 .14 .00 2 V129 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 119 V119 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .88 PMin= .80 Inicio= .00 Compr= 2.76

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 7.6 tf* m | M.[+] Max= 6.2 tf* m - Abcis.= 0 | M.[-] = 3.6 tf* m

[tf,cm]| As = 9.44 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= .5 | As = 3.69 -SRAS- [ 3 B 12.5mm]

| AsL= 3.31 ------ x/d = .50 | As = 6.18 -STAS- [ 3 B 16.0mm ] | AsL= .00 ------ x/d = .27

| x/dMx= .50 | | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= .9 |

| % Baric.Armad.= 12 *** | % Baric.Armad.= 4 | % Baric.Armad.= 3

[tf,cm]| Bit.Fiss.= 4.9 M[-]Min= 130.6 | Bit.Fiss.= 3.2 M[+]Min= 86.6 | Bit.Fiss.= 2.3 M[-]Min= 130.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 255. 6.82 21.87 2 45. 2.5 1.4 2.5 6.3 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 255. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .32

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 137 | M.[-] = 1.2 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .3 | As = 1.47 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 1.7 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 2.30 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .12

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 3.20 /B= .14 /H= .40 /BCs= .33 /BCi= .00 /TpS= 8 /Esp.LS= .11 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.00 PMin= .91 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= .7 tf* m - Abcis.= 240 | M.[-] = 1.9 tf* m

[tf,cm]| As = 1.96 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.86 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.16 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 128.3 | Bit.Fiss.= 2.4 M[+]Min= 85.8 | Bit.Fiss.= 1.3 M[-]Min= 128.3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 301. 3.26 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.75 /B= .14 /H= .40 /BCs= .47 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.13 PMin= .97 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.3 tf* m | M.[+] Max= .9 tf* m - Abcis.= 160 | M.[-] = 1.4 tf* m

[tf,cm]| As = 1.47 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.55 -SRAS- [ 2 B 16.0mm]

| AsL= .00 ------ x/d = .11 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 154.7 | Bit.Fiss.= 1.8 M[+]Min= 91.6 | Bit.Fiss.= 1.0 M[-]Min= 154.7

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 256. 2.35 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 256. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .12

64

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= 2.77 /B= .14 /H= .40 /BCs= .35 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .89 PMin= .80 Inicio= .00 Compr= 2.76

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.8 tf* m | M.[+] Max= 6.6 tf* m - Abcis.= 276 | M.[-] = 7.2 tf* m

[tf,cm]| As = 4.12 -SRAS- [ 2 B 16.0mm] | AsL= .00 ------ Flecha= .5 | As = 8.96 -SRAD- [ 3 B 20.0mm]

| AsL= .00 ------ x/d = .31 | As = 6.46 -STAS- [ 2 B 20.0mm ] | AsL= 2.82 ------ x/d = .50

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 | ***AsL Compr.***

| % Baric.Armad.= 1 | % Baric.Armad.= 1 | % Baric.Armad.= 12 ***

[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 130.6 | Bit.Fiss.= 3.4 M[+]Min= 86.6 | Bit.Fiss.= 4.8 M[-]Min= 130.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 255. 6.92 21.87 2 45. 2.6 1.4 2.6 6.3 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 255. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .33

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 4.864 -2.324 1.00 .38 0 P27 .00 .00 27 0 0 0 0 0

2 6.293 -1.080 .19 .00 0 P28 .00 .00 28 0 0 0 0 0

3 3.959 2.318 .19 .00 0 P29 .00 .00 29 0 0 0 0 0

4 3.930 2.287 .19 .00 0 P30 .00 .00 30 0 0 0 0 0

5 6.487 -.887 .19 .00 0 P31 .00 .00 31 0 0 0 0 0

6 4.646 -2.542 1.00 .38 0 P32 .00 .00 32 0 0 0 0 0

==================================================================================================================================

Viga= 120 V120 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .22 PMin= .15 Inicio= .00 Compr= 2.48

2- Parc.Dist.PMax= .35 PMin= .29 Inicio= 2.48 Compr= 2.55

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 5.03

4- Reac.Ind. PMax= 2.87 PMin= 2.72 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 117 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 257 | M.[-] = 5.1 tf* m

[tf,cm]| As = 1.99 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.4 | As = 6.06 -SRAS- [ 2 B 20.0mm]

| AsL= .00 ------ x/d = .14 | As = 3.29 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .46

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 2.2 | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 121.0 | Bit.Fiss.= 2.1 M[+]Min= 93.1 | Bit.Fiss.= 3.2 M[-]Min= 173.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 213. 4.56 21.87 2 45. .6 1.4 2.6 6.3 20.0 2 .0 .0

213.- 264. 3.25 21.87 2 45. .0 1.4 3.7 6.3 15.0 2 .0 1.8

264.- 372. 4.70 21.87 2 45. .7 1.4 2.1 6.3 20.0 2 .0 .0

372.- 481. 6.39 21.87 2 45. 2.2 1.4 3.6 6.3 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 213. .14 .66 5 5.1 5.1 31.1 1.0 1.1 .1 .3 .42

213.- 264. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .35

264.- 372. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .36

372.- 481. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .44

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.33

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.2 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 259 | M.[-] = 1.4 tf* m

[tf,cm]| As = 3.51 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.31 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .27 | As = 1.73 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 2.1 M[-]Min= 112.1 | Bit.Fiss.= 1.2 M[+]Min= 82.8 | Bit.Fiss.= 1.0 M[-]Min= 112.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 209. 4.34 21.87 2 45. .4 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .22

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.43

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.8 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m

[tf,cm]| As = 1.70 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 2.42 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .12 | As = 1.28 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .17

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 113.8 | Bit.Fiss.= 1.0 M[+]Min= 83.2 | Bit.Fiss.= 1.6 M[-]Min= 113.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 219. 3.56 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 219. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .21

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .29 PMin= .29 Inicio= .00 Compr= 2.45

2- Parc.Dist.PMax= .15 PMin= .15 Inicio= 2.45 Compr= 2.19

3- Parc.Dist.PMax= .67 PMin= .61 Inicio= .00 Compr= 4.64

4- Reac.Ind. PMax= 2.96 PMin= 1.50 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 102 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.2 tf* m | M.[+] Max= 2.5 tf* m - Abcis.= 238 | M.[-] = 4.0 tf* m

[tf,cm]| As = 4.67 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.2 | As = 4.43 -SRAS- [ 4 B 12.5mm]

| AsL= .00 ------ x/d = .35 | As = 2.34 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .33

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.7 | x/dMx= .50

| | Fle.Adm.= 1.5 |

[tf,cm]| Bit.Fiss.= 2.7 M[-]Min= 166.6 | Bit.Fiss.= 1.6 M[+]Min= 92.2 | Bit.Fiss.= 2.6 M[-]Min= 159.2

65

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 208. 5.48 21.87 2 45. 1.4 1.4 2.9 6.3 20.0 2 .0 .0

208.- 258. 2.59 21.87 2 45. .0 1.4 3.8 6.3 15.0 2 .0 1.9

258.- 440. 5.19 21.87 2 45. 1.1 1.4 3.0 6.3 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 208. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .42

208.- 258. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .31

258.- 440. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .43

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.251 2.736 .19 .00 0 P27 .00 .00 27 0 0 0 0 0

2 6.979 4.734 .50 .13 0 P21 .00 .00 21 0 0 0 0 0

3 1.005 .765 .50 .13 0 P17 .00 .00 17 0 0 0 0 0

4 5.165 3.721 .50 .13 0 P11 .00 .00 11 0 0 0 0 0

5 3.710 2.457 .50 .13 0 P1 .00 .00 1 0 0 0 0 0

==================================================================================================================================

Viga= 121 V121 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26

2- Parc.Dist.PMax= .69 PMin= .66 Inicio= .00 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .09 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 35.6 | % Baric.Armad.=12 ****

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .60 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .95 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 5.70 PMin= 5.39 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 117 Apoio= 2

3- Parc.Dist.PMax= .14 PMin= .14 Inicio= .00 Compr= 2.19

4- Parc.Dist.PMax= .45 PMin= .45 Inicio= 2.19 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 7.5 tf* m | M.[+] Max= 5.1 tf* m - Abcis.= 205 | M.[-] = 7.1 tf* m

[tf,cm]| As = 9.40 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.2 | As = 8.93 -SRAD- [ 3 B 20.0mm]

| AsL= 3.23 ------ x/d = .50 | As = 4.97 -STAS- [ 4 B 12.5mm ] | AsL= 2.76 ------ x/d = .50

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.0 | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***

| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***

[tf,cm]| Bit.Fiss.= 4.8 M[-]Min= 251.2 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.8 M[-]Min= 235.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 10.07 21.87 2 45. 5.3 1.4 6.6 8.0 15.0 2 .0 .0

182.- 232. 6.66 21.87 2 45. 2.4 1.4 5.0 6.3 12.5 2 .0 3.7

232.- 351. 6.54 21.87 2 45. 2.3 1.4 3.3 6.3 17.5 2 .0 .0

351.- 470. 9.42 21.87 2 45. 4.8 1.4 5.7 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .60

182.- 232. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .44

232.- 351. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .40

351.- 470. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .53

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 7.607 6.144 .50 .13 0 P28 .00 .00 28 0 0 0 0 0

2 6.730 5.428 .54 .15 0 P22 .00 .00 22 0 0 0 0 0

==================================================================================================================================

Viga= 122 V122 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.72 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.61 PMin= 1.41 Inicio= .00 Compr= 2.72

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.8 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 90 | M.[-] = 1.2 tf* m

[tf,cm]| As = 2.92 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.75 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .22 | As = 1.45 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 180.8 | Bit.Fiss.= 1.2 M[+]Min= 94.0 | Bit.Fiss.= 1.0 M[-]Min= 180.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 251. 4.24 21.87 2 45. .3 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 251. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .20

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.22 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.28 PMin= 1.08 Inicio= .00 Compr= 2.22

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.0 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 185 | M.[-] = 2.2 tf* m

[tf,cm]| As = 1.38 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 2.11 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.4 M[-]Min= 146.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 201. 3.33 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 201. .02 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .18

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26

2- Parc.Dist.PMax= .70 PMin= .67 Inicio= .26 Compr= .62

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

66

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 34.5 | % Baric.Armad.= 3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .61 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.028 1.457 .54 .15 0 P12 .00 .00 12 0 0 0 0 0

2 3.719 3.383 .19 .00 1 P7 .00 .00 7 0 0 0 0 0

3 2.590 .813 .50 .13 0 P2 .00 .00 2 0 0 0 0 0

==================================================================================================================================

Viga= 123 V123 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .7 tf* m - Abcis.= 126 | M.[-] = 2.1 tf* m

[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 2.12 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 2.9 M[+]Min= 90.7 | Bit.Fiss.= 1.4 M[-]Min= 149.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.10 21.87 2 45. .0 1.4 1.7 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .32

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.4 tf* m | M.[+] Max= .7 tf* m - Abcis.= 90 | M.[-] = .1 tf* m

[tf,cm]| As = 2.39 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .97 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 149.2 | Bit.Fiss.= 3.0 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.31 21.87 2 45. .0 1.4 1.7 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .33

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.340 .068 .14 .00 2 V111 .00 .00 0 0 0 0 0 0

2 3.320 3.128 .50 .13 0 P18 .00 .00 18 0 0 0 0 0

3 1.309 -.077 .14 .00 2 V107 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 124 V124 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .66 Compr= .20

2- Parc.Dist.PMax= .70 PMin= .69 Inicio= .00 Compr= .66

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= 1.40 tf* m | As = 1.31 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .65 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.00 /B= .14 /H= .50 /BCs= .44 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.07 PMin= .76 Inicio= .00 Compr= 2.22

2- Parc.Dist.PMax= 1.14 PMin= .81 Inicio= 2.22 Compr= 1.95

3- Parc.Dist.PMax= .50 PMin= .34 Inicio= 4.17 Compr= .83

4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00

5- Reac.Ind. PMax= 1.38 PMin= 1.20 Aplic.= 2.22 Bw Ap= .14 D.Ver= .40 Viga= 117 Apoio= 3

6- Reac.Ind. PMax= 2.41 PMin= 2.12 Aplic.= 4.17 Bw Ap= .14 D.Ver= .40 Viga= 116 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 6.4 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 222 | M.[-] = 8.4 tf* m

[tf,cm]| As = 5.78 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= 1.4 | As = 8.28 -SRAD- [ 3 B 20.0mm]

| AsL= .00 ------ x/d = .35 | As = 2.50 -STAS- [ 2 B 12.5mm ] | AsL= .07 ------ x/d = .50

| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.9 | x/dMx= .50

| | Fle.Adm.= 1.7 | ***AsL Compr.***

[tf,cm]| Bit.Fiss.= 2.5 M[-]Min= 230.6 | Bit.Fiss.= 1.3 M[+]Min= 141.3 | Bit.Fiss.= 3.3 M[-]Min= 230.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 157. 8.45 27.95 2 45. 2.4 1.4 4.0 6.3 15.0 2 .0 .0

157.- 313. 4.46 27.95 2 45. .0 1.4 1.6 5.0 22.5 2 .0 .0

313.- 470. 11.00 27.95 2 45. 4.1 1.4 8.5 8.0 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 157. .15 .87 5 5.1 5.1 41.1 .8 1.1 .0 .3 .47

157.- 313. .15 .87 5 5.1 5.1 41.1 .8 1.1 .0 .3 .33

313.- 470. .41 .87 5 5.1 5.1 41.1 2.2 1.1 .1 .9 .86

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 4.05 /B= .14 /H= .50 /BCs= .38 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .16 PMin= .11 Inicio= .00 Compr= 2.88

2- Parc.Dist.PMax= .30 PMin= .20 Inicio= 2.88 Compr= 1.17

3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 4.05

4- Reac.Ind. PMax= 1.30 PMin= 1.02 Aplic.= 2.88 Bw Ap= .14 D.Ver= .40 Viga= 108 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.3 tf* m | M.[+] Max= 2.1 tf* m - Abcis.= 338 | M.[-] = 4.3 tf* m

[tf,cm]| As = 4.49 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .8 | As = 3.43 -SRAS- [ 3 B 12.5mm]

67

| AsL= .00 ------ x/d = .26 | As = 1.55 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .19

| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.4 | x/dMx= .50

| | Fle.Adm.= 1.4 |

[tf,cm]| Bit.Fiss.= 2.1 M[-]Min= 197.4 | Bit.Fiss.= 1.0 M[+]Min= 136.5 | Bit.Fiss.= 1.7 M[-]Min= 197.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 250. 5.22 27.95 2 45. .2 1.4 1.4 5.0 25.0 2 .0 .0

250.- 375. 5.57 27.95 2 45. .4 1.4 3.5 5.0 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 250. .12 .87 5 5.1 5.1 41.1 .6 1.1 .0 .3 .32

250.- 375. .28 .87 5 5.1 5.1 41.1 1.5 1.1 .1 .6 .52

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.65 /B= .14 /H= .50 /BCs= .46 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .49 PMin= .34 Inicio= .00 Compr= .83

2- Parc.Dist.PMax= 1.15 PMin= .81 Inicio= .83 Compr= 1.82

3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 2.65

4- Reac.Ind. PMax= 2.45 PMin= 2.03 Aplic.= .83 Bw Ap= .14 D.Ver= .40 Viga= 104 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.6 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 95 | M.[-] = 2.9 tf* m

[tf,cm]| As = 3.71 -SRAS- [ 3 B 12.5mm] | AsL= .00 ------ Flecha= .2 | As = 2.34 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .20 | As = 1.55 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| x/dMx= .50 | Arm.Lat.=[2 X 4 B 6.3mm] - LN= 1.0 | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 223.0 | Bit.Fiss.= 1.1 M[+]Min= 141.4 | Bit.Fiss.= 1.2 M[-]Min= 223.0

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 118. 7.56 27.95 2 45. 1.8 1.4 6.5 8.0 15.0 2 .0 .0

118.- 235. 5.93 27.95 2 45. .7 1.4 3.1 5.0 12.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 118. .44 .87 5 5.1 5.1 41.1 2.4 1.1 .1 1.0 .77

118.- 235. .22 .87 5 5.1 5.1 41.1 1.2 1.1 .1 .5 .47

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.15 /B= .14 /H= .50 /BCs= .40 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.72 PMin= 1.41 Inicio= .00 Compr= 2.15

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.1 tf* m | M.[+] Max= 2.8 tf* m - Abcis.= 225 | M.[-] = 3.5 tf* m

[tf,cm]| As = 2.36 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 2.75 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 2.03 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .16

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 214.8 | Bit.Fiss.= 1.1 M[+]Min= 138.6 | Bit.Fiss.= 1.5 M[-]Min= 214.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 185. 6.43 27.95 2 45. 1.0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 185. .02 .87 5 5.1 5.1 41.1 .1 .0 .0 .0 .25

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .20

2- Parc.Dist.PMax= .71 PMin= .69 Inicio= .20 Compr= .66

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .07 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .65 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 6.487 4.257 .50 .10 0 P29 .00 .00 29 0 0 0 0 0

2 9.216 8.353 1.00 .35 0 P23 .00 .00 23 0 0 0 0 0

3 6.499 5.778 .54 .12 0 P13 .00 .00 13 0 0 0 0 0

4 5.641 3.715 .50 .10 1 P8 .00 .00 8 0 0 0 0 0

5 4.370 -.490 .50 .10 0 P3 .00 .00 3 0 0 0 0 0

==================================================================================================================================

Viga= 125 V125 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .66 Compr= .20

2- Parc.Dist.PMax= .72 PMin= .70 Inicio= .00 Compr= .66

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= 1.40 tf* m | As = 1.31 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 9

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .66 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.00 /B= .14 /H= .50 /BCs= .44 /BCi= .00 /TpS= 5 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.07 PMin= .76 Inicio= .00 Compr= 2.22

2- Parc.Dist.PMax= 1.14 PMin= .81 Inicio= 2.22 Compr= 1.95

3- Parc.Dist.PMax= .50 PMin= .34 Inicio= 4.17 Compr= .83

4- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 5.00

5- Reac.Ind. PMax= 1.38 PMin= 1.21 Aplic.= 2.22 Bw Ap= .14 D.Ver= .40 Viga= 118 Apoio= 1

6- Reac.Ind. PMax= 2.40 PMin= 2.11 Aplic.= 4.17 Bw Ap= .14 D.Ver= .40 Viga= 116 Apoio= 2

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 6.4 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 222 | M.[-] = 8.4 tf* m

[tf,cm]| As = 5.78 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= 1.4 | As = 8.27 -SRAD- [ 3 B 20.0mm]

| AsL= .00 ------ x/d = .35 | As = 2.50 -STAS- [ 2 B 12.5mm ] | AsL= .07 ------ x/d = .50

| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.9 | x/dMx= .50

| | Fle.Adm.= 1.7 | ***AsL Compr.***

[tf,cm]| Bit.Fiss.= 2.5 M[-]Min= 230.6 | Bit.Fiss.= 1.3 M[+]Min= 141.3 | Bit.Fiss.= 3.3 M[-]Min= 230.6

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 157. 8.46 27.95 2 45. 2.4 1.4 4.1 6.3 15.0 2 .0 .0

157.- 313. 4.47 27.95 2 45. .0 1.4 1.7 5.0 22.5 2 .0 .0

68

313.- 470. 10.99 27.95 2 45. 4.1 1.4 8.2 8.0 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 157. .16 .87 5 5.1 5.1 41.1 .9 1.1 .0 .4 .48

157.- 313. .16 .87 5 5.1 5.1 41.1 .9 1.1 .0 .4 .34

313.- 470. .38 .87 5 5.1 5.1 41.1 2.1 1.1 .1 .9 .83

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 4.05 /B= .14 /H= .50 /BCs= .38 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .16 PMin= .11 Inicio= .00 Compr= 2.88

2- Parc.Dist.PMax= .31 PMin= .21 Inicio= 2.88 Compr= 1.17

3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 4.05

4- Reac.Ind. PMax= 1.29 PMin= 1.00 Aplic.= 2.88 Bw Ap= .14 D.Ver= .40 Viga= 108 Apoio= 2

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 5.3 tf* m | M.[+] Max= 2.1 tf* m - Abcis.= 338 | M.[-] = 4.3 tf* m

[tf,cm]| As = 4.49 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .8 | As = 3.42 -SRAS- [ 3 B 12.5mm]

| AsL= .00 ------ x/d = .26 | As = 1.55 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .19

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 1.4 | x/dMx= .50

| | Fle.Adm.= 1.4 |

[tf,cm]| Bit.Fiss.= 2.1 M[-]Min= 197.4 | Bit.Fiss.= 1.0 M[+]Min= 136.5 | Bit.Fiss.= 1.7 M[-]Min= 197.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 250. 5.22 27.95 2 45. .2 1.4 1.4 5.0 25.0 2 .0 .0

250.- 375. 5.56 27.95 2 45. .4 1.4 3.3 5.0 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 250. .11 .87 5 5.1 5.1 41.1 .6 1.1 .0 .2 .31

250.- 375. .26 .87 5 5.1 5.1 41.1 1.4 1.1 .1 .6 .50

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.65 /B= .14 /H= .50 /BCs= .46 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .49 PMin= .34 Inicio= .00 Compr= .83

2- Parc.Dist.PMax= 1.14 PMin= .81 Inicio= .83 Compr= 1.82

3- Parc.Dist.PMax= .65 PMin= .64 Inicio= .00 Compr= 2.65

4- Reac.Ind. PMax= 2.43 PMin= 2.01 Aplic.= .83 Bw Ap= .14 D.Ver= .40 Viga= 104 Apoio= 2

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.6 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 95 | M.[-] = 2.9 tf* m

[tf,cm]| As = 3.70 -SRAS- [ 3 B 12.5mm] | AsL= .00 ------ Flecha= .2 | As = 2.32 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .20 | As = 1.55 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .12

| x/dMx= .50 | Arm.Lat.=[2 X 3 B 6.3mm] - LN= 1.0 | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 223.0 | Bit.Fiss.= 1.1 M[+]Min= 141.4 | Bit.Fiss.= 1.2 M[-]Min= 223.0

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 118. 7.53 27.95 2 45. 1.7 1.4 6.2 6.3 10.0 2 .0 .0

118.- 235. 5.90 27.95 2 45. .6 1.4 2.9 6.3 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 118. .41 .87 5 5.1 5.1 41.1 2.2 1.1 .1 .9 .74

118.- 235. .21 .87 5 5.1 5.1 41.1 1.1 1.1 .1 .5 .45

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.15 /B= .14 /H= .50 /BCs= .40 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.71 PMin= 1.40 Inicio= .00 Compr= 2.15

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.1 tf* m | M.[+] Max= 2.8 tf* m - Abcis.= 225 | M.[-] = 3.5 tf* m

[tf,cm]| As = 2.36 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 2.75 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 2.04 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .16

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 214.8 | Bit.Fiss.= 1.1 M[+]Min= 138.6 | Bit.Fiss.= 1.5 M[-]Min= 214.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 185. 6.42 27.95 2 45. 1.0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 185. .02 .87 5 5.1 5.1 41.1 .1 .0 .0 .0 .25

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= .85 /B= .14 /H= .50 /BCs= .31 /BCi= .00 /TpS= 5 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .25 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .20

2- Parc.Dist.PMax= .73 PMin= .70 Inicio= .20 Compr= .66

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= 1.40 tf* m | As = 1.26 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .07 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 172.3 - x/dMx =1.00 | Bit.de Fiss.= 50.0 | % Baric.Armad.= 4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .67 27.95 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 6.501 4.268 .50 .10 0 P30 .00 .00 30 0 0 0 0 0

2 9.206 8.342 1.00 .35 0 P24 .00 .00 24 0 0 0 0 0

3 6.457 5.785 .54 .12 0 P14 .00 .00 14 0 0 0 0 0

4 5.600 3.672 .50 .10 1 P9 .00 .00 9 0 0 0 0 0

5 4.371 -.496 .50 .10 0 P4 .00 .00 4 0 0 0 0 0

==================================================================================================================================

Viga= 126 V126 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.04

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .1 tf* m | M.[+] Max= .7 tf* m - Abcis.= 126 | M.[-] = 2.2 tf* m

[tf,cm]| As = .97 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = 2.14 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .06 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 50.0 M[-]Min= 90.1 | Bit.Fiss.= 3.0 M[+]Min= 90.7 | Bit.Fiss.= 1.4 M[-]Min= 149.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.13 21.87 2 45. .0 1.4 1.6 5.0 20.0 2 .0 .0

69

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .3 .31

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.04 /B= .14 /H= .40 /BCs= .45 /BCi= .00 /TpS= 2 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.14 PMin= .97 Inicio= .00 Compr= 2.05

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.4 tf* m | M.[+] Max= .7 tf* m - Abcis.= 108 | M.[-] = .1 tf* m

[tf,cm]| As = 2.43 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .97 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = 1.25 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .06

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= .7 | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 149.2 | Bit.Fiss.= 3.1 M[+]Min= 90.7 | Bit.Fiss.= 50.0 M[-]Min= 90.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 186. 3.34 21.87 2 45. .0 1.4 1.6 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 186. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .32

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.328 .053 .14 .00 2 V113 .00 .00 0 0 0 0 0 0

2 3.395 3.095 .50 .13 0 P19 .00 .00 19 0 0 0 0 0

3 1.295 -.097 .14 .00 2 V107 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 127 V127 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 1 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .63 Compr= .26

2- Parc.Dist.PMax= .67 PMin= .65 Inicio= .00 Compr= .63

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.17 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.ESQ | x/d = .09 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 37.2 | % Baric.Armad.=12 ****

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.94 /B= .14 /H= .40 /BCs= .88 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.15 PMin= .95 Inicio= .00 Compr= 4.94

2- Reac.Ind. PMax= 5.70 PMin= 5.39 Aplic.= 2.19 Bw Ap= .14 D.Ver= .40 Viga= 118 Apoio= 2

3- Parc.Dist.PMax= .13 PMin= .13 Inicio= .00 Compr= 2.19

4- Parc.Dist.PMax= .46 PMin= .45 Inicio= 2.19 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 7.5 tf* m | M.[+] Max= 5.1 tf* m - Abcis.= 205 | M.[-] = 7.1 tf* m

[tf,cm]| As = 9.41 -SRAD- [ 3 B 20.0mm] | AsL= .00 ------ Flecha= 1.2 | As = 8.94 -SRAD- [ 3 B 20.0mm]

| AsL= 3.23 ------ x/d = .50 | As = 4.97 -STAS- [ 4 B 12.5mm ] | AsL= 2.76 ------ x/d = .50

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 2.0 | x/dMx= .50

| ***AsL Compr.*** | Fle.Adm.= 1.6 | ***AsL Compr.***

| % Baric.Armad.= 12 *** | % Baric.Armad.= 5 | % Baric.Armad.= 12 ***

[tf,cm]| Bit.Fiss.= 4.8 M[-]Min= 251.2 | Bit.Fiss.= 2.7 M[+]Min= 100.8 | Bit.Fiss.= 4.8 M[-]Min= 235.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 10.06 21.87 2 45. 5.3 1.4 6.8 8.0 12.5 2 .0 .0

182.- 232. 6.67 21.87 2 45. 2.4 1.4 5.1 6.3 10.0 2 .0 3.7

232.- 351. 6.54 21.87 2 45. 2.3 1.4 3.4 6.3 17.5 2 .0 .0

351.- 470. 9.43 21.87 2 45. 4.8 1.4 5.8 6.3 10.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .61

182.- 232. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .46

232.- 351. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .41

351.- 470. .07 .66 5 5.1 5.1 31.1 .5 1.1 .0 .2 .54

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 7.591 6.121 .50 .13 0 P31 .00 .00 31 0 0 0 0 0

2 6.733 5.425 .54 .15 0 P25 .00 .00 25 0 0 0 0 0

==================================================================================================================================

Viga= 128 V128 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.72 /B= .14 /H= .40 /BCs= .55 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.62 PMin= 1.41 Inicio= .00 Compr= 2.72

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.9 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 90 | M.[-] = 1.2 tf* m

[tf,cm]| As = 2.93 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.75 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .22 | As = 1.45 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.9 M[-]Min= 180.8 | Bit.Fiss.= 1.2 M[+]Min= 94.0 | Bit.Fiss.= 1.0 M[-]Min= 180.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 251. 4.25 21.87 2 45. .3 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 251. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .20

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.22 /B= .14 /H= .40 /BCs= .41 /BCi= .00 /TpS= 2 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= 1.28 PMin= 1.08 Inicio= .00 Compr= 2.22

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.0 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 185 | M.[-] = 2.2 tf* m

[tf,cm]| As = 1.38 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 2.10 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = 1.24 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .15

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 146.1 | Bit.Fiss.= 1.0 M[+]Min= 89.2 | Bit.Fiss.= 1.4 M[-]Min= 146.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 201. 3.36 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

70

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 201. .02 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .18

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= .89 /B= .14 /H= .40 /BCs= .32 /BCi= .00 /TpS= 8 /Esp.LS= .08 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .01 PMin= .01 Inicio= .00 Compr= .26

2- Parc.Dist.PMax= .68 PMin= .66 Inicio= .26 Compr= .62

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO | M[-]= .90 tf* m | As = 1.10 -SRAS- [ 2 B 10.0mm] | Flecha = .0

BAL.DIR | x/d = .08 | AsL= .00 - | Flecha Adm.= .6

[tf,cm] | M[-]Min= 117.3 - x/dMx =1.00 | Bit.de Fiss.= 36.7 | % Baric.Armad.= 3

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 51. .59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.031 1.452 .54 .15 0 P15 .00 .00 15 0 0 0 0 0

2 3.744 3.407 .19 .00 1 P10 .00 .00 10 0 0 0 0 0

3 2.567 .784 .50 .13 0 P5 .00 .00 5 0 0 0 0 0

==================================================================================================================================

Viga= 129 V129 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 5.03 /B= .14 /H= .40 /BCs= .52 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .22 PMin= .16 Inicio= .00 Compr= 2.48

2- Parc.Dist.PMax= .35 PMin= .29 Inicio= 2.48 Compr= 2.55

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 5.03

4- Reac.Ind. PMax= 2.87 PMin= 2.72 Aplic.= 2.48 Bw Ap= .14 D.Ver= .40 Viga= 118 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= 3.4 tf* m - Abcis.= 257 | M.[-] = 5.1 tf* m

[tf,cm]| As = 2.01 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.4 | As = 6.03 -SRAS- [ 2 B 20.0mm]

| AsL= .00 ------ x/d = .14 | As = 3.29 -STAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .46

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 2.2 | x/dMx= .50

| | Fle.Adm.= 1.7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 121.0 | Bit.Fiss.= 2.1 M[+]Min= 93.1 | Bit.Fiss.= 3.2 M[-]Min= 173.5

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 213. 4.57 21.87 2 45. .6 1.4 2.5 6.3 20.0 2 .0 .0

213.- 264. 3.25 21.87 2 45. .0 1.4 3.6 6.3 15.0 2 .0 1.8

264.- 372. 4.69 21.87 2 45. .7 1.4 2.0 6.3 20.0 2 .0 .0

372.- 481. 6.38 21.87 2 45. 2.2 1.4 3.5 6.3 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 213. .13 .66 5 5.1 5.1 31.1 1.0 1.1 .0 .3 .41

213.- 264. .13 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .34

264.- 372. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .35

372.- 481. .09 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .43

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.33 /B= .14 /H= .40 /BCs= .28 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.33

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.3 tf* m | M.[+] Max= 1.9 tf* m - Abcis.= 259 | M.[-] = 1.4 tf* m

[tf,cm]| As = 3.54 -SRAS- [ 2 B 20.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.29 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .27 | As = 1.76 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .09

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 2.1 M[-]Min= 112.1 | Bit.Fiss.= 1.2 M[+]Min= 82.8 | Bit.Fiss.= 1.0 M[-]Min= 112.1

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 209. 4.38 21.87 2 45. .4 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 209. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .22

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.43 /B= .14 /H= .40 /BCs= .29 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .79 PMin= .74 Inicio= .00 Compr= 2.43

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.8 tf* m | M.[+] Max= 1.4 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m

[tf,cm]| As = 1.69 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 2.43 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .12 | As = 1.30 -STAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .18

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 113.8 | Bit.Fiss.= 1.0 M[+]Min= 83.2 | Bit.Fiss.= 1.6 M[-]Min= 113.8

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 219. 3.59 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 219. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .20

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 4.64 /B= .14 /H= .40 /BCs= .49 /BCi= .00 /TpS= 8 /Esp.LS= .10 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .35 PMin= .29 Inicio= .00 Compr= 2.45

2- Parc.Dist.PMax= .22 PMin= .16 Inicio= 2.45 Compr= 2.19

3- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 4.64

4- Reac.Ind. PMax= 2.91 PMin= 1.40 Aplic.= 2.45 Bw Ap= .14 D.Ver= .40 Viga= 103 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.2 tf* m | M.[+] Max= 2.4 tf* m - Abcis.= 238 | M.[-] = 4.0 tf* m

[tf,cm]| As = 4.64 -SRAS- [ 4 B 12.5mm] | AsL= .00 ------ Flecha= 1.2 | As = 4.39 -SRAS- [ 4 B 12.5mm]

| AsL= .00 ------ x/d = .34 | As = 2.31 -STAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .33

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 1.7 | x/dMx= .50

| | Fle.Adm.= 1.5 |

[tf,cm]| Bit.Fiss.= 2.7 M[-]Min= 166.6 | Bit.Fiss.= 1.6 M[+]Min= 92.2 | Bit.Fiss.= 2.6 M[-]Min= 159.2

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 208. 5.43 21.87 2 45. 1.3 1.4 2.9 6.3 20.0 2 .0 .0

208.- 258. 2.55 21.87 2 45. .0 1.4 3.6 6.3 15.0 2 .0 1.9

258.- 440. 5.15 21.87 2 45. 1.1 1.4 2.9 6.3 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

71

[tf,cm] 0.- 208. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .41

208.- 258. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .30

258.- 440. .12 .66 5 5.1 5.1 31.1 .9 1.1 .0 .3 .42

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.261 2.742 .19 .00 0 P32 .00 .00 32 0 0 0 0 0

2 6.986 4.727 .50 .13 0 P26 .00 .00 26 0 0 0 0 0

3 .993 .720 .50 .13 0 P20 .00 .00 20 0 0 0 0 0

4 5.139 3.686 .50 .13 0 P16 .00 .00 16 0 0 0 0 0

5 3.682 2.420 .50 .13 0 P6 .00 .00 6 0 0 0 0 0

==================================================================================================================================

3.2.1.5 Vigas da fundação

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA R E L G E R - Relatorio geral de vigas (V11 ) Pg 1

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300

T Q S Projeto: 0002 - Fundação 14/01/16

CAD/Vigas 18:28:44

-----------------------------------------------------------------------------------------------------------------------------------

fck=250.kgf/cm2 - Aco: CA-60B CA-50A - Esforcos Caracteristicos

Viga= 1 VB1 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.19 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.19

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 0 | M.[-] = 1.8 tf* m

[tf,cm]| As = 1.88 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.74 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.44 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.2 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 295. 2.85 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 295. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.6 tf* m | M.[+] Max= .9 tf* m - Abcis.= 275 | M.[-] = 1.4 tf* m

[tf,cm]| As = 1.49 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.36 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 215. 2.46 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 215. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.84 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.84

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.4 tf* m | M.[+] Max= .7 tf* m - Abcis.= 320 | M.[-] = 1.4 tf* m

[tf,cm]| As = 1.33 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .4 | As = 1.29 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .09

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 70.4 | Bit.Fiss.= 1.3 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 260. 2.27 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 260. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.5 tf* m | M.[+] Max= .8 tf* m - Abcis.= 0 | M.[-] = 1.5 tf* m

[tf,cm]| As = 1.40 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.45 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .10 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.0 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 215. 2.41 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 215. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .12

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= 3.19 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.19

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

72

| M.[-] = 1.9 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 337 | M.[-] = 1.9 tf* m

[tf,cm]| As = 1.80 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.79 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.52 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .13

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.2 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.2 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 295. 2.91 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 295. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.804 -.057 .60 .18 0 B1 .00 .00 8001 0 0 0 0 0

2 1.905 1.871 .60 .18 0 B2 .00 .00 8002 0 0 0 0 0

3 1.716 1.329 .60 .18 0 B3 .00 .00 8003 0 0 0 0 0

4 1.717 1.336 .60 .18 0 B4 .00 .00 8004 0 0 0 0 0

5 1.923 1.880 .60 .18 0 B5 .00 .00 8005 0 0 0 0 0

6 1.760 -.103 .60 .18 0 B6 .00 .00 8006 0 0 0 0 0

==================================================================================================================================

Viga= 2 VB2 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 4.9 tf* m | M.[+] Max= 4.7 tf* m - Abcis.= 0 | M.[-] = 2.9 tf* m

[tf,cm]| As = 6.18 -SRAS- [ 3 B 16.0mm] | AsL= .00 ------ Flecha= .5 | As = 3.02 -SRAS- [ 4 B 10.0mm]

| AsL= .00 ------ x/d = .49 | As = 5.21 -SRAS- [ 3 B 16.0mm ] | AsL= .00 ------ x/d = .22

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

| % Baric.Armad.= 11 *** | % Baric.Armad.= 5 | % Baric.Armad.= 5

[tf,cm]| Bit.Fiss.= 3.2 M[-]Min= 70.4 | Bit.Fiss.= 2.8 M[+]Min= 70.4 | Bit.Fiss.= 1.9 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 215. 5.52 21.87 2 45. 1.4 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 215. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .29

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.84 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.84

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .6 tf* m | M.[+] Max= .2 tf* m - Abcis.= 186 | M.[-] = .6 tf* m

[tf,cm]| As = .84 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .1 | As = .84 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .05 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .05

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 70.4 | Bit.Fiss.= 14.2 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 260. 1.43 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.1 tf* m | M.[+] Max= 4.9 tf* m - Abcis.= 257 | M.[-] = 4.7 tf* m

[tf,cm]| As = 3.15 -SRAS- [ 4 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = 5.85 -SRAS- [ 3 B 16.0mm]

| AsL= .00 ------ x/d = .23 | As = 5.36 -SRAS- [ 3 B 16.0mm ] | AsL= .00 ------ x/d = .47

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

| % Baric.Armad.= 5 | % Baric.Armad.= 4 | % Baric.Armad.= 11 ***

[tf,cm]| Bit.Fiss.= 2.0 M[-]Min= 70.4 | Bit.Fiss.= 2.9 M[+]Min= 70.4 | Bit.Fiss.= 3.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 215. 5.71 21.87 2 45. 1.6 1.4 1.6 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 215. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .30

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.695 -2.427 .60 .18 0 B8 .00 .00 8008 0 0 0 0 0

2 4.894 -1.509 .60 .18 0 B7 .00 .00 8007 0 0 0 0 0

3 5.026 -1.386 .60 .18 0 B9 .00 .00 8009 0 0 0 0 0

4 3.567 -2.563 .60 .18 0 B10 .00 .00 8010 0 0 0 0 0

==================================================================================================================================

Viga= 3 VB3 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.75 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .2 tf* m | M.[+] Max= .4 tf* m - Abcis.= 91 | M.[-] = .6 tf* m

[tf,cm]| As = .84 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = .84 -SRAS- [ 2 B 8.0mm]

| AsL= .00 ------ x/d = .05 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .05

| Grampos Esq.= 1B 6.3mm x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 22.4 M[-]Min= 70.4 | Bit.Fiss.= 4.2 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 1.51 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 3.20 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.20

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

73

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .6 tf* m | M.[+] Max= .3 tf* m - Abcis.= 160 | M.[-] = .6 tf* m

[tf,cm]| As = .84 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = .84 -SRAS- [ 2 B 8.0mm]

| AsL= .00 ------ x/d = .05 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .05

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.8 M[-]Min= 70.4 | Bit.Fiss.= 6.4 M[+]Min= 70.4 | Bit.Fiss.= 1.8 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 306. 1.37 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 306. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .06

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.75 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.75

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .6 tf* m | M.[+] Max= .4 tf* m - Abcis.= 183 | M.[-] = .2 tf* m

[tf,cm]| As = .84 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = .84 -SRAS- [ 2 B 8.0mm]

| AsL= .00 ------ x/d = .05 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .05

| x/dMx= .50 | | Grampos Dir.= 1B 6.3mm x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 70.4 | Bit.Fiss.= 4.2 M[+]Min= 70.4 | Bit.Fiss.= 22.9 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 261. 1.52 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 261. .01 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .08

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 .715 .598 .14 .00 2 VB7 .00 .00 0 0 0 0 0 0

2 2.059 1.936 .14 .00 2 VB8 .00 .00 0 0 0 0 0 0

3 2.066 1.931 .14 .00 2 VB9 .00 .00 0 0 0 0 0 0

4 .719 .590 .14 .00 2 VB10 .00 .00 0 0 0 0 0 0

==================================================================================================================================

Viga= 4 VB4 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.19 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.19

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.1 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 0 | M.[-] = 2.0 tf* m

[tf,cm]| As = 2.06 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.90 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .15 | As = 1.52 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .14

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.3 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 295. 2.96 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 295. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.7 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 275 | M.[-] = 1.6 tf* m

[tf,cm]| As = 1.66 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.53 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = .98 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.1 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 215. 2.65 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 215. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 2.84 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.84

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.6 tf* m | M.[+] Max= .9 tf* m - Abcis.= 320 | M.[-] = 1.5 tf* m

[tf,cm]| As = 1.50 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .5 | As = 1.42 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .11 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 260. 2.43 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 260. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .11

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 5 /L= 2.39 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.39

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.7 tf* m | M.[+] Max= 1.0 tf* m - Abcis.= 0 | M.[-] = 1.7 tf* m

[tf,cm]| As = 1.62 -SRAS- [ 2 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.58 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .12 | As = .90 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .11

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .8 |

[tf,cm]| Bit.Fiss.= 1.1 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.1 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

74

[tf,cm] 0.- 215. 2.57 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 215. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .14

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 6 /L= 3.19 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.19

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.0 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 337 | M.[-] = 2.0 tf* m

[tf,cm]| As = 1.97 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .7 | As = 1.97 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.63 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .14

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.3 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 295. 3.03 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 295. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .14

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.910 -.134 .60 .18 0 B11 .00 .00 8011 0 0 0 0 0

2 1.949 1.774 .60 .18 0 B21 .00 .00 8021 0 0 0 0 0

3 1.800 1.302 .60 .18 0 B24 .00 .00 8024 0 0 0 0 0

4 1.805 1.299 .60 .18 0 B25 .00 .00 8025 0 0 0 0 0

5 1.936 1.762 .60 .18 0 B26 .00 .00 8026 0 0 0 0 0

6 1.863 -.185 .60 .18 0 B12 .00 .00 8012 0 0 0 0 0

==================================================================================================================================

Viga= 5 VB5 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.84 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.84

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 3.7 tf* m | M.[+] Max= 3.3 tf* m - Abcis.= 284 | M.[-] = 3.6 tf* m

[tf,cm]| As = 4.06 -SRAS- [ 2 B 16.0mm] | AsL= .00 ------ Flecha= .6 | As = 3.73 -SRAS- [ 3 B 12.5mm]

| AsL= .00 ------ x/d = .31 | As = 3.33 -SRAS- [ 3 B 12.5mm ] | AsL= .00 ------ x/d = .27

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .9 |

[tf,cm]| Bit.Fiss.= 2.4 M[-]Min= 70.4 | Bit.Fiss.= 2.1 M[+]Min= 70.4 | Bit.Fiss.= 2.3 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 260. 4.67 21.87 2 45. .7 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 260. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .22

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 3.331 -1.510 .60 .18 0 B31 .00 .00 8031 0 0 0 0 0

2 3.242 -1.599 .60 .18 0 B32 .00 .00 8032 0 0 0 0 0

==================================================================================================================================

Viga= 6 VB6 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.54 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 4.54

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.3 tf* m | M.[+] Max= .9 tf* m - Abcis.= 113 | M.[-] = 2.3 tf* m

[tf,cm]| As = 2.27 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.3 | As = 2.28 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .17

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.5 |

[tf,cm]| Bit.Fiss.= 1.5 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.5 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 430. 2.77 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 430. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .13

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.960 .791 .60 .18 0 B11 .00 .00 8011 0 0 0 0 0

2 1.979 .810 .60 .18 0 B1 .00 .00 8001 0 0 0 0 0

==================================================================================================================================

Viga= 7 VB7 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.06 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.06

2- Reac.Ind. PMax= .72 PMin= .60 Aplic.= .87 Bw Ap= .14 D.Ver= .40 Viga= 3 Apoio= 1

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= 1.7 tf* m - Abcis.= 0 | M.[-] = 1.1 tf* m

[tf,cm]| As = 1.90 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.07 -SRAS- [ 3 B 8.0mm]

| AsL= .00 ------ x/d = .13 | As = 1.67 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 6.3mm] - LN= 4.1 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 3.14 21.87 2 45. .0 1.4 3.0 6.3 20.0 2 .0 .5

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .18 .66 5 5.1 5.1 31.1 1.3 1.1 .1 .4 .41

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 1.99 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 1.99

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

75

| M.[-] = .7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 217 | M.[-] = 1.5 tf* m

[tf,cm]| As = .88 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.48 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .05 | As = 1.42 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | Arm.Lat.=[2 X 1 B 6.3mm] - LN= 3.5 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 175. 2.40 21.87 2 45. .0 1.4 1.5 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 175. .10 .66 5 5.1 5.1 31.1 .7 1.1 .0 .2 .26

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.045 -.332 1.50 .63 0 B21 .00 .00 8021 0 0 0 0 0

2 2.160 1.587 .60 .18 0 B8 .00 .00 8008 0 0 0 0 0

3 1.266 -.472 .60 .18 0 B2 .00 .00 8002 0 0 0 0 0

==================================================================================================================================

Viga= 8 VB8 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.26 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.26

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.6 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m

[tf,cm]| As = 2.50 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .9 | As = 2.49 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .18 | As = 1.70 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .18

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 70.4 | Bit.Fiss.= 1.2 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 302. 3.27 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 302. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .19

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.06 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.06

2- Reac.Ind. PMax= 2.06 PMin= 1.94 Aplic.= .87 Bw Ap= .14 D.Ver= .40 Viga= 3 Apoio= 2

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.5 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m

[tf,cm]| As = 2.46 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .6 | As = 2.52 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .18 | As = 1.21 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .18

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 3.0 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 5.03 21.87 2 45. 1.0 1.4 1.9 5.0 20.0 2 .0 1.3

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .05 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .31

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 1.99 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 1.99

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.4 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 217 | M.[-] = 2.3 tf* m

[tf,cm]| As = 2.36 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .2 | As = 2.26 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = 2.16 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .16

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.4 M[+]Min= 70.4 | Bit.Fiss.= 1.5 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 175. 4.14 21.87 2 45. .2 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 175. .02 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .23

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.096 -.314 1.50 .63 0 B31 .00 .00 8031 0 0 0 0 0

2 3.429 2.287 1.50 .63 0 B24 .00 .00 8024 0 0 0 0 0

3 2.601 1.961 .60 .18 0 B7 .00 .00 8007 0 0 0 0 0

4 2.551 -1.698 .60 .18 0 B3 .00 .00 8003 0 0 0 0 0

==================================================================================================================================

Viga= 10 VB10 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 2.06 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.06

2- Reac.Ind. PMax= .72 PMin= .59 Aplic.= .87 Bw Ap= .14 D.Ver= .40 Viga= 3 Apoio= 4

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 1.9 tf* m | M.[+] Max= 1.6 tf* m - Abcis.= 0 | M.[-] = 1.0 tf* m

[tf,cm]| As = 1.94 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= .3 | As = 1.05 -SRAS- [ 3 B 8.0mm]

| AsL= .00 ------ x/d = .14 | As = 1.64 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .07

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 4.0 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.3 M[-]Min= 70.4 | Bit.Fiss.= 1.1 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 182. 3.10 21.87 2 45. .0 1.4 2.9 6.3 20.0 2 .0 .5

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 182. .17 .66 5 5.1 5.1 31.1 1.2 1.1 .1 .4 .40

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 1.99 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 1.99

76

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = .7 tf* m | M.[+] Max= 1.5 tf* m - Abcis.= 217 | M.[-] = 1.5 tf* m

[tf,cm]| As = .88 -SRAS- [ 2 B 8.0mm] | AsL= .00 ------ Flecha= .2 | As = 1.48 -SRAS- [ 2 B 10.0mm]

| AsL= .00 ------ x/d = .05 | As = 1.43 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .10

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 5.0mm] - LN= 3.6 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.4 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.0 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 175. 2.39 21.87 2 45. .0 1.4 1.5 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 175. .11 .66 5 5.1 5.1 31.1 .8 1.1 .0 .2 .27

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.076 -.308 1.50 .63 0 B26 .00 .00 8026 0 0 0 0 0

2 2.127 1.553 .60 .18 0 B10 .00 .00 8010 0 0 0 0 0

3 1.273 -.470 .60 .18 0 B5 .00 .00 8005 0 0 0 0 0

==================================================================================================================================

Viga= 11 VB11 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 4.54 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 4.54

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.4 tf* m | M.[+] Max= .9 tf* m - Abcis.= 113 | M.[-] = 2.3 tf* m

[tf,cm]| As = 2.31 -SRAS- [ 3 B 10.0mm] | AsL= .00 ------ Flecha= 1.3 | As = 2.26 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = .84 -SRAS- [ 2 B 8.0mm ] | AsL= .00 ------ x/d = .16

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.5 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.5 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 430. 2.77 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 430. .00 .66 5 5.1 5.1 31.1 .0 .0 .0 .0 .13

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 1.976 .801 .60 .18 0 B12 .00 .00 8012 0 0 0 0 0

2 1.969 .794 .60 .18 0 B6 .00 .00 8006 0 0 0 0 0

==================================================================================================================================

Viga= 12 VB9 Eng.E=Nao Eng.D=Nao Repet= 1 NAnd= 1 Red V Ext=Nao Fat.Alt=1.00 Cob=3.0 CM

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 2 /L= 3.26 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 3.26

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.6 tf* m | M.[+] Max= 1.8 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m

[tf,cm]| As = 2.51 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .9 | As = 2.49 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .18 | As = 1.70 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .18

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= 1.1 |

[tf,cm]| Bit.Fiss.= 1.7 M[-]Min= 70.4 | Bit.Fiss.= 1.2 M[+]Min= 70.4 | Bit.Fiss.= 1.6 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 302. 3.27 21.87 2 45. .0 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 302. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .19

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 3 /L= 2.06 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 2.06

2- Reac.Ind. PMax= 2.07 PMin= 1.93 Aplic.= .87 Bw Ap= .14 D.Ver= .40 Viga= 3 Apoio= 3

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.5 tf* m | M.[+] Max= 1.3 tf* m - Abcis.= 0 | M.[-] = 2.5 tf* m

[tf,cm]| As = 2.46 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .6 | As = 2.52 -SRAS- [ 2 B 12.5mm]

| AsL= .00 ------ x/d = .18 | As = 1.20 -SRAS- [ 2 B 10.0mm ] | AsL= .00 ------ x/d = .18

| x/dMx= .50 | Arm.Lat.=[2 X 2 B 4.2mm] - LN= 3.0 | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.0 M[+]Min= 70.4 | Bit.Fiss.= 1.7 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 50. 5.03 21.87 2 45. 1.0 1.4 1.8 5.0 20.0 2 .0 .0

50.- 100. 4.43 21.87 2 45. .5 1.4 2.0 5.0 17.5 2 .0 1.3

100.- 182. 4.69 21.87 2 45. .7 1.4 1.4 5.0 20.0 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 50. .06 .66 5 5.1 5.1 31.1 .4 1.1 .0 .2 .31

50.- 100. .05 .66 5 5.1 5.1 31.1 .3 1.1 .0 .2 .27

100.- 182. .01 .66 5 5.1 5.1 31.1 .1 .0 .0 .0 .23

------------------------------- G E O M E T R I A E C A R G A S -------------------------------

Vao= 4 /L= 1.99 /B= .14 /H= .40 /BCs= .00 /BCi= .00 /TpS= 1 /Esp.LS= .00 /Esp.LI= .00 FSp.Ex= .20 /FLt.Ex= .07 [M]

Cargas No. Tipo Esf.Adic. Maximos: MEsq= .00 MDir= .00 Q= .00 Minimos: MEsq= .00 MDir= .00 Q= .00

[tf,m] 1- Parc.Dist.PMax= .61 PMin= .61 Inicio= .00 Compr= 1.99

- - - - - - A R M A D U R A S ( F L E X A O E C I S A L H A M E N T O ) - - - - -

FLEXAO-| E S Q U E R D A | M E I O D O V A O | D I R E I T A

| M.[-] = 2.4 tf* m | M.[+] Max= 2.2 tf* m - Abcis.= 217 | M.[-] = 2.3 tf* m

[tf,cm]| As = 2.38 -SRAS- [ 2 B 12.5mm] | AsL= .00 ------ Flecha= .2 | As = 2.25 -SRAS- [ 3 B 10.0mm]

| AsL= .00 ------ x/d = .17 | As = 2.17 -SRAS- [ 3 B 10.0mm ] | AsL= .00 ------ x/d = .16

| x/dMx= .50 | | x/dMx= .50

| | Fle.Adm.= .7 |

[tf,cm]| Bit.Fiss.= 1.6 M[-]Min= 70.4 | Bit.Fiss.= 1.5 M[+]Min= 70.4 | Bit.Fiss.= 1.5 M[-]Min= 70.4

CISALHAMENTO- Xi Xf Vsd VRd2 MdC Ang. Asw[C] Aswmin Asw[C+T] Bit Esp NR AsTrt AsSus M E N S A G E M

[tf,cm] 0.- 175. 4.16 21.87 2 45. .2 1.4 1.4 4.2 17.5 2 .0 .0

T O R C A O- Xi Xf Tsd TRd2 %dT he b-nuc h-nuc Asw-1R AswmnNR Asl-b Asl-h ComDia M E N S A G E M

[tf,cm] 0.- 175. .03 .66 5 5.1 5.1 31.1 .2 .0 .0 .0 .23

REACOES DE APOIO - No. Maximos Minimos Largura DEPEV Morte Nome M.I.Mx M.I.Mn Pilares:

1 2.101 -.312 1.50 .63 0 B32 .00 .00 8032 0 0 0 0 0

2 3.428 2.288 1.50 .63 0 B25 .00 .00 8025 0 0 0 0 0

3 2.615 1.969 .60 .18 0 B9 .00 .00 8009 0 0 0 0 0

77

4 2.541 -1.715 .60 .18 0 B4 .00 .00 8004 0 0 0 0 0

==================================================================================================================================

3.2.2 Lajes

3.2.2.1 Lajes da caixa

------------------------------------------------------------------------------

Dimensionamento e detalhamento de lajes -Processo simplificado

T Q S CAD / Lajes V11 14/01/16 18:28:15

C:\TQS\GRUPO 12\Caixa

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5

------------------------------------------------------------------------------

1> $------------------------------------------------------------------------------

2> $ Arquivo REGRAVAVEL. Elimine esta linha para evitar regravação do arquivo.

3> $ CAD/Formas - Gravação automática do arquivo 0006L.LAJ

4> $ Projeto 6 14/01/16 18:28:00

5> $ Pasta C:\TQS\GRUPO 12\Caixa

6> $ ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA

7> $ ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5

8> $------------------------------------------------------------------------------

9> $

10> PROJETO 6

Critérios gerais

================

Arquivo de critérios ...................... C:\TQS\GRUPO 12\PRJ-0001.INL

Nome do projetista ........................ Identificação do projetista

RECOBR - Recobrimento geral(cm) ........... 2.50

Recobrimento alternativo p/dobras (cm) .... 1.30

FCK, kgf/cm2 .............................. 250.00

Coeficiente de minoração do concreto ...... 1.40

Coeficiente de majoração de esforcos ...... 1.40

Coeficiente de minoração do aco ........... 1.15

Altura mínima de laje (cm) ................ 7.00

Critérios relativos a esforços

==============================

Módulo de elasticidade secante (kgf/cm2)... 238000.00

Majorador de cargas concentradas .......... 1.00

Nome da tabela p/cálculo de esforços ...... BETON20.BIN

KL1 - Critério de engastamentos .......... Engastamentos do CAD/Formas

KL2 - Compensação de momento positivo .... Negativo compensa positivo

KL9 - Critério de cálculo de esforços .... Processo elástico (Czerny)

KL14 - Momento equilibrado negativo min ... No minimo 80% do maior

KL37 - Homogeneização de negativos no apoio Homogeneiza por trecho de viga

KL38 - Flecha - método de ruptura ......... Considera os 4 lados apoiados

KL39 - Equilíbrio de negativos em um apoio. Ponderado p/inverso da inércia

Critérios relativos a armadura de flexão

========================================

ICFINB - Índice de ferros neg no balanço .. 1

ICFNBB - Num bitolas p/ancorar o balanço .. 70

Divisor DCBORD compr negat borda .......... 4.0

DOBDBL compr cm dobra dupla no balanço .... 20.0

DOBSUS compr dobra de susp do negativo .... 10.0

CNGMIN compr mínimo p/ferro negativo ...... 80.0

Bitola p/ lajes armadas em uma direção (mm) .0

Espac. p/ lajes armadas em uma direção (cm) .0

K6 - Verificação de armadura mínima ...... Usa a mínima se necessário

K40 - Cálculo de armadura mínima .......... NBR-6118:2003

KL3 - Ancoragem dos ferros negativos ..... Arma negativo na borda

KL4 - Armadura negativa na borda ......... Arma negativo na borda

KL7 - Alternância dos ferros positivos ... Não alterna ferro positivo

KL8 - Alternância de ferros negativos .... Não alterna ferro negativo

KL11 - Dobras na armadura positiva ........ Coloca dobras só nas bordas

KL18 - Armadura negativa nos apoios ....... Arma negativo em qualquer apoio

KL20 - Cálculo da alternância positiva .... Alternância igual-duas direções

KL21 - H p/cálculo de AS minimo de flexão . AS mínimo flexão usando H total

KL22 - Critério alternativo de AS mínimo .. AS mínimo conforme K40 vigas

KL23 - Número de ferros distribuídos ...... N. de ferros = espaçamentos

KL33 - Extensão do ferro positivo ......... Até as faces externas das vigas

KL35 - Limitação de espacamento em lajes... espaçamento <2H se LY/LX>2

Cálculo de cisalhamento

=======================

K40 - Cálculo de armadura mínima .......... NBR-6118:2003

K50 - Tauc conforme anexo da NBR 7197 ..... Tauc = 0.15 * Raiz (FCK)

KL17 - TALWU1 p/ evitar armar cisalhamento TALWU1 pelo anexo da NBR 7197

Convenção para orientação de lajes

==================================

1 - As lajes são sempre calculadas como retangulares

2 - Os lados são numerados de 1 a 4 no sentido anti-horario

3 - LX se refere aos lados 1 e 3 e LY aos lados 2 e 4

4 - Nas lajes do CAD/Formas, o lado 1 (LX) esta sobre o trecho 1 da laje

11>

12> L1 -

13> LX 575.0 LY 257.5 -

14> LADOS 1 2 3 3 3 4 -

15> ENG EAAA

Laje 1 LX 575.0 LY 257.5 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .45

KFLEX .060 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

KMX 42.5 MX 4.7 tfcm/m

KMY 14.2 MY 14.0 tfcm/m

KMXNEG .00

KMYNEG 8.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -24.9

2 A

3 A

78

4 A

16>

17> L2 -

18> LX 575.0 LY 257.5 -

19> LADOS 1 1 1 2 3 4 -

20> ENG EAEA

Laje 2 LX 575.0 LY 257.5 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .45

KFLEX .031 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm

KMX 47.0 MX 4.2 tfcm/m

KMY 24.0 MY 8.3 tfcm/m

KMXNEG .00

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -16.6

2 A

3 E -16.6

4 A

21>

22> L3 -

23> LX 320.0 LY 75.0 -

24> LADOS 1 2 3 4 -

25> ENG AAEA

Laje 3 LX 320.0 LY 75.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .23

KFLEX .060 Flecha .00 cm Flecha LIM .25 cm Hmin 7 cm

KMX 42.5 MX .4 tfcm/m

KMY 14.2 MY 1.2 tfcm/m

KMXNEG .00

KMYNEG 8.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 A

3 E -2.1

4 A

26>

27> FIM

Momentos negativos equilibrados, por viga

-----------------------------------------

Viga Trecho Laje esq Mom esq Laje dir Mom dir Mom Equil

tfcm/m tfcm/m tfcm/m

401 1 1 .00

2 1 .00

3 1 .00

402 1 1 -24.86 2 -16.58 -20.72

403 1 2 -16.58

2 2 -16.58 3 -2.11 -13.26

3 2 -16.58

404 1 2 .00

2 1 .00

405 1 3 .00

406 1 3 .00

407 1 3 .00

408 1 2 .00

2 1 .00

Momentos equilibrados

---------------------

Laje MX MY M1 M2 M3 M4

tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m

1 4.7 16.1 -20.7

2 4.2 9.9 -16.6 -20.7

3 .4 1.2 -13.3

Cisalhamento

------------

Laje Cortante TALWC TALWD TALWU AS OBS

tf kg/cm2 kg/cm2 kg/cm2 cm2/m

1 .39 6.26 .73 .73

2 .32 6.26 .59 .59

3 .11 6.26 .20 .20

Detalhamento

------------

Laje 1 LX= 575.0 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 4.7 1.50 12 6.3 583 20.0

Y 16.1 1.50 28 6.3 266 20.0

AP 1 -20.7 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 2 LX= 575.0 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 4.2 1.50 12 6.3 583 20.0

Y 9.9 1.50 28 6.3 266 20.0

AP 1 -16.6 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -20.7 1.50 6.3 20.0

79

AP 4 .0 .00 6.3 20.0

Laje 3 LX= 320.0 LY= 75.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X .4 1.50 3 6.3 328 20.0

Y 1.2 1.50 16 6.3 83 20.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -13.3 1.50 6.3 20.0

AP 4 .0 .00 6.3 20.0

Comprimentos dos ferros negativos

---------------------------------

Viga Trecho Laje esq Cmpr esq Laje dir Cmpr dir

cm cm

401 1 1 64.

2 1 64.

3 1 64.

402 1 1 64. 2 64.

403 1 2 64.

2 2 64. 3 64.

3 2 64.

404 1 2 64.

2 1 64.

405 1 3 18.

406 1 3 18.

407 1 3 18.

408 1 2 64.

2 1 64.

3.2.2.2 Lajes da Cobertura

------------------------------------------------------------------------------

Dimensionamento e detalhamento de lajes -Processo simplificado

T Q S CAD / Lajes V11 14/01/16 18:28:12

C:\TQS\GRUPO 12\Cobertura

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5

------------------------------------------------------------------------------

1> $------------------------------------------------------------------------------

2> $ Arquivo REGRAVAVEL. Elimine esta linha para evitar regravação do arquivo.

3> $ CAD/Formas - Gravação automática do arquivo 0005L.LAJ

4> $ Projeto 5 14/01/16 18:27:59

5> $ Pasta C:\TQS\GRUPO 12\Cobertura

6> $ ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA

7> $ ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5

8> $------------------------------------------------------------------------------

9> $

10> PROJETO 5

Critérios gerais

================

Arquivo de critérios ...................... C:\TQS\GRUPO 12\PRJ-0001.INL

Nome do projetista ........................ Identificação do projetista

RECOBR - Recobrimento geral(cm) ........... 2.50

Recobrimento alternativo p/dobras (cm) .... 1.30

FCK, kgf/cm2 .............................. 250.00

Coeficiente de minoração do concreto ...... 1.40

Coeficiente de majoração de esforcos ...... 1.40

Coeficiente de minoração do aco ........... 1.15

Altura mínima de laje (cm) ................ 7.00

Critérios relativos a esforços

==============================

Módulo de elasticidade secante (kgf/cm2)... 238000.00

Majorador de cargas concentradas .......... 1.00

Nome da tabela p/cálculo de esforços ...... BETON20.BIN

KL1 - Critério de engastamentos .......... Engastamentos do CAD/Formas

KL2 - Compensação de momento positivo .... Negativo compensa positivo

KL9 - Critério de cálculo de esforços .... Processo elástico (Czerny)

KL14 - Momento equilibrado negativo min ... No minimo 80% do maior

KL37 - Homogeneização de negativos no apoio Homogeneiza por trecho de viga

KL38 - Flecha - método de ruptura ......... Considera os 4 lados apoiados

KL39 - Equilíbrio de negativos em um apoio. Ponderado p/inverso da inércia

Critérios relativos a armadura de flexão

========================================

ICFINB - Índice de ferros neg no balanço .. 1

ICFNBB - Num bitolas p/ancorar o balanço .. 70

Divisor DCBORD compr negat borda .......... 4.0

DOBDBL compr cm dobra dupla no balanço .... 20.0

DOBSUS compr dobra de susp do negativo .... 10.0

CNGMIN compr mínimo p/ferro negativo ...... 80.0

Bitola p/ lajes armadas em uma direção (mm) .0

Espac. p/ lajes armadas em uma direção (cm) .0

K6 - Verificação de armadura mínima ...... Usa a mínima se necessário

K40 - Cálculo de armadura mínima .......... NBR-6118:2003

KL3 - Ancoragem dos ferros negativos ..... Arma negativo na borda

KL4 - Armadura negativa na borda ......... Arma negativo na borda

KL7 - Alternância dos ferros positivos ... Não alterna ferro positivo

KL8 - Alternância de ferros negativos .... Não alterna ferro negativo

KL11 - Dobras na armadura positiva ........ Coloca dobras só nas bordas

KL18 - Armadura negativa nos apoios ....... Arma negativo em qualquer apoio

KL20 - Cálculo da alternância positiva .... Alternância igual-duas direções

KL21 - H p/cálculo de AS minimo de flexão . AS mínimo flexão usando H total

KL22 - Critério alternativo de AS mínimo .. AS mínimo conforme K40 vigas

KL23 - Número de ferros distribuídos ...... N. de ferros = espaçamentos

KL33 - Extensão do ferro positivo ......... Até as faces externas das vigas

KL35 - Limitação de espacamento em lajes... espaçamento <2H se LY/LX>2

Cálculo de cisalhamento

=======================

K40 - Cálculo de armadura mínima .......... NBR-6118:2003

K50 - Tauc conforme anexo da NBR 7197 ..... Tauc = 0.15 * Raiz (FCK)

KL17 - TALWU1 p/ evitar armar cisalhamento TALWU1 pelo anexo da NBR 7197

Convenção para orientação de lajes

80

==================================

1 - As lajes são sempre calculadas como retangulares

2 - Os lados são numerados de 1 a 4 no sentido anti-horario

3 - LX se refere aos lados 1 e 3 e LY aos lados 2 e 4

4 - Nas lajes do CAD/Formas, o lado 1 (LX) esta sobre o trecho 1 da laje

11>

12> L1 -

13> LX 275.0 LY 57.5 -

14> LADOS 1 2 3 4 -

15> ENG EALA

*

***001 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 1 LX 275.0 LY 57.5 H 8 cm

P .050 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.1 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -3.6

2 A

3 L

4 A

16>

17> L2 -

18> LX 275.0 LY 57.5 -

19> LADOS 1 2 3 4 -

20> ENG EALA

*

***002 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 2 LX 275.0 LY 57.5 H 8 cm

P .050 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.1 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -3.6

2 A

3 L

4 A

21>

22> L3 -

23> LX 355.0 LY 250.0 -

24> LADOS 1 2 3 4 -

25> ENG EEAA

Laje 3 LX 355.0 LY 250.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .02 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 4.9 tfcm/m

KMY 21.9 MY 8.6 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.9

2 E -14.9

3 A

4 A

26>

27> L4 -

28> LX 275.0 LY 250.0 -

29> LADOS 1 2 3 4 -

30> ENG EEEE

Laje 4 LX 275.0 LY 250.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 3.9 tfcm/m

KMY 40.0 MY 4.7 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -11.0

2 E -10.2

3 E -11.0

4 E -10.2

31>

32> L5 -

33> LX 275.0 LY 250.0 -

34> LADOS 1 2 3 4 -

35> ENG EEEE

Laje 5 LX 275.0 LY 250.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 3.9 tfcm/m

KMY 40.0 MY 4.7 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -11.0

2 E -10.2

3 E -11.0

81

4 E -10.2

36>

37> L6 -

38> LX 355.0 LY 250.0 -

39> LADOS 1 2 3 4 -

40> ENG EAAE

Laje 6 LX 355.0 LY 250.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .02 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 4.9 tfcm/m

KMY 21.9 MY 8.6 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.9

2 A

3 A

4 E -14.9

41>

42> L7 -

43> LX 320.0 LY 445.0 -

44> LADOS 1 2 2 3 4 4 -

45> ENG EEAE

Laje 7 LX 320.0 LY 445.0 H 11 cm

P .101 tf/m2 G .275 tf/m2 LY/LX 1.39

KFLEX .026 Flecha .03 cm Flecha LIM 1.07 cm Hmin 7 cm

KMX 26.9 MX 14.3 tfcm/m

KMY 48.1 MY 8.0 tfcm/m

KMXNEG 12.74

KMYNEG 17.50

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -22.0

2 E -30.3

3 A

4 E -30.3

46>

47> L8 -

48> LX 357.5 LY 290.0 -

49> LADOS 1 2 2 3 4 -

50> ENG EEEA

Laje 8 LX 357.5 LY 290.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .81

KFLEX .023 Flecha .02 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.7 MX 5.3 tfcm/m

KMY 29.9 MY 8.4 tfcm/m

KMXNEG 17.50

KMYNEG 13.64

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.5

2 E -14.4

3 E -18.5

4 A

51>

52> L9 -

53> LX 275.0 LY 310.0 -

54> LADOS 1 1 2 2 3 4 4 -

55> ENG EEEE

Laje 9 LX 275.0 LY 310.0 H 10 cm

P 1.069 tf/m2 G .250 tf/m2 LY/LX 1.13

KFLEX .018 Flecha .06 cm Flecha LIM .92 cm Hmin 7 cm

KMX 38.5 MX 25.9 tfcm/m

KMY 48.1 MY 20.7 tfcm/m

KMXNEG 16.66

KMYNEG 18.24

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -54.7

2 E -59.8

3 E -54.7

4 E -59.8

56>

57> L10 -

58> LX 277.5 LY 310.0 -

59> LADOS 1 1 2 2 3 4 4 -

60> ENG EEEE

Laje 10 LX 277.5 LY 310.0 H 10 cm

P 1.066 tf/m2 G .250 tf/m2 LY/LX 1.12

KFLEX .018 Flecha .06 cm Flecha LIM .93 cm Hmin 7 cm

KMX 39.1 MX 25.9 tfcm/m

KMY 48.0 MY 21.1 tfcm/m

KMXNEG 16.83

KMYNEG 18.30

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -55.4

2 E -60.2

3 E -55.4

4 E -60.2

61>

62> L11 -

63> LX 355.0 LY 290.0 -

64> LADOS 1 2 3 4 1 -

65> ENG EAEE

82

Laje 11 LX 355.0 LY 290.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .82

KFLEX .023 Flecha .02 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.6 MX 5.3 tfcm/m

KMY 30.1 MY 8.4 tfcm/m

KMXNEG 17.50

KMYNEG 13.71

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.4

2 A

3 E -18.4

4 E -14.4

66>

67> L12 -

68> LX 320.0 LY 115.0 -

69> LADOS 1 2 3 4 -

70> ENG EEEE

Laje 12 LX 320.0 LY 115.0 H 8 cm

P 1.339 tf/m2 G .200 tf/m2 LY/LX .36

KFLEX .031 Flecha .01 cm Flecha LIM .38 cm Hmin 7 cm

KMX 57.0 MX 3.6 tfcm/m

KMY 24.0 MY 8.5 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -17.0

2 E -11.6

3 E -17.0

4 E -11.6

71>

72> L13 -

73> LX 320.0 LY 108.9 -

74> LADOS 1 2 3 4 -

75> ENG EEEE

Laje 13 LX 320.0 LY 108.9 H 8 cm

P 1.000 tf/m2 G .200 tf/m2 LY/LX .34

KFLEX .031 Flecha .00 cm Flecha LIM .36 cm Hmin 7 cm

KMX 57.0 MX 2.5 tfcm/m

KMY 24.0 MY 5.9 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -11.9

2 E -8.1

3 E -11.9

4 E -8.1

76>

77> L14 -

78> LX 502.5 LY 257.5 -

79> LADOS 1 2 3 2 3 4 -

80> ENG EEEA

Laje 14 LX 502.5 LY 257.5 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 3.7 tfcm/m

KMY 24.0 MY 8.3 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -16.6

2 E -11.4

3 E -16.6

4 A

81>

82> L15 -

83> LX 502.5 LY 257.5 -

84> LADOS 1 2 3 4 3 4 -

85> ENG EAEE

Laje 15 LX 502.5 LY 257.5 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 3.7 tfcm/m

KMY 24.0 MY 8.3 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -16.6

2 A

3 E -16.6

4 E -11.4

86>

87> L16 -

88> LX 127.5 LY 435.0 -

89> LADOS 1 2 2 3 4 4 -

90> ENG EEEE

Laje 16 LX 127.5 LY 435.0 H 8 cm

P 1.074 tf/m2 G .200 tf/m2 LY/LX 3.41

KFLEX .031 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm

KMX 24.0 MX 8.6 tfcm/m

KMY 57.0 MY 3.6 tfcm/m

KMXNEG 12.00

83

KMYNEG 17.50

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -11.8

2 E -17.3

3 E -11.8

4 E -17.3

91>

92> L17 -

93> LX 127.5 LY 435.0 -

94> LADOS 1 2 2 3 4 4 -

95> ENG EEEE

Laje 17 LX 127.5 LY 435.0 H 8 cm

P 1.078 tf/m2 G .200 tf/m2 LY/LX 3.41

KFLEX .031 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm

KMX 24.0 MX 8.7 tfcm/m

KMY 57.0 MY 3.6 tfcm/m

KMXNEG 12.00

KMYNEG 17.50

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -11.9

2 E -17.3

3 E -11.9

4 E -17.3

96>

97> L18 -

98> LX 320.0 LY 341.5 -

99> LADOS 1 2 2 3 4 4 -

100> ENG AEEE

Laje 18 LX 320.0 LY 341.5 H 11 cm

P 1.106 tf/m2 G .275 tf/m2 LY/LX 1.07

KFLEX .020 Flecha .09 cm Flecha LIM 1.07 cm Hmin 7 cm

KMX 34.9 MX 40.6 tfcm/m

KMY 45.1 MY 31.4 tfcm/m

KMXNEG 15.13

KMYNEG 17.83

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -93.5

3 E -79.3

4 E -93.5

101>

102> L19 -

103> LX 502.5 LY 257.5 -

104> LADOS 1 2 1 2 3 4 -

105> ENG EEEA

Laje 19 LX 502.5 LY 257.5 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 3.7 tfcm/m

KMY 24.0 MY 8.3 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -16.6

2 E -11.4

3 E -16.6

4 A

106>

107> L20 -

108> LX 502.5 LY 257.5 -

109> LADOS 1 4 1 2 3 4 -

110> ENG EAEE

Laje 20 LX 502.5 LY 257.5 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .02 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 3.7 tfcm/m

KMY 24.0 MY 8.3 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -16.6

2 A

3 E -16.6

4 E -11.4

111>

112> L21 -

113> LX 357.5 LY 290.0 -

114> LADOS 1 2 3 3 4 -

115> ENG EEEA

Laje 21 LX 357.5 LY 290.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .81

KFLEX .023 Flecha .02 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.7 MX 5.3 tfcm/m

KMY 29.9 MY 8.4 tfcm/m

KMXNEG 17.50

KMYNEG 13.64

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.5

2 E -14.4

3 E -18.5

84

4 A

116>

117> L22 -

118> LX 275.0 LY 310.0 -

119> LADOS 1 2 2 2 3 3 4 4 -

120> ENG EEEE

Laje 22 LX 275.0 LY 310.0 H 10 cm

P .212 tf/m2 G .250 tf/m2 LY/LX 1.13

KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm

KMX 38.5 MX 9.1 tfcm/m

KMY 48.1 MY 7.3 tfcm/m

KMXNEG 16.66

KMYNEG 18.24

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -19.2

2 E -21.0

3 E -19.2

4 E -21.0

121>

122> L23 -

123> LX 277.5 LY 310.0 -

124> LADOS 1 2 2 3 3 4 4 4 -

125> ENG EEEE

Laje 23 LX 277.5 LY 310.0 H 10 cm

P .212 tf/m2 G .250 tf/m2 LY/LX 1.12

KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm

KMX 39.1 MX 9.1 tfcm/m

KMY 48.0 MY 7.4 tfcm/m

KMXNEG 16.83

KMYNEG 18.30

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -19.5

2 E -21.2

3 E -19.5

4 E -21.2

126>

127> L24 -

128> LX 355.0 LY 290.0 -

129> LADOS 1 2 3 4 4 -

130> ENG EAEE

Laje 24 LX 355.0 LY 290.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .82

KFLEX .023 Flecha .02 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.6 MX 5.3 tfcm/m

KMY 30.1 MY 8.4 tfcm/m

KMXNEG 17.50

KMYNEG 13.71

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.4

2 A

3 E -18.4

4 E -14.4

131>

132> L25 -

133> LX 320.0 LY 445.0 -

134> LADOS 1 2 2 3 4 4 -

135> ENG AEAE

Laje 25 LX 320.0 LY 445.0 H 11 cm

P .101 tf/m2 G .275 tf/m2 LY/LX 1.39

KFLEX .028 Flecha .03 cm Flecha LIM 1.07 cm Hmin 7 cm

KMX 24.9 MX 15.5 tfcm/m

KMY 47.8 MY 8.1 tfcm/m

KMXNEG 12.32

KMYNEG .00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -31.3

3 A

4 E -31.3

136>

137> L26 -

138> LX 355.0 LY 250.0 -

139> LADOS 1 2 3 4 -

140> ENG AEEA

Laje 26 LX 355.0 LY 250.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .02 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 4.9 tfcm/m

KMY 21.9 MY 8.6 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -14.9

3 E -18.9

4 A

141>

142> L27 -

143> LX 275.0 LY 250.0 -

144> LADOS 1 2 3 4 -

145> ENG EEEE

85

Laje 27 LX 275.0 LY 250.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 3.9 tfcm/m

KMY 40.0 MY 4.7 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -11.0

2 E -10.2

3 E -11.0

4 E -10.2

146>

147> L28 -

148> LX 275.0 LY 250.0 -

149> LADOS 1 2 3 4 -

150> ENG EEEE

Laje 28 LX 275.0 LY 250.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 3.9 tfcm/m

KMY 40.0 MY 4.7 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -11.0

2 E -10.2

3 E -11.0

4 E -10.2

151>

152> L29 -

153> LX 355.0 LY 250.0 -

154> LADOS 1 2 3 4 -

155> ENG AAEE

Laje 29 LX 355.0 LY 250.0 H 10 cm

P .050 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .02 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 4.9 tfcm/m

KMY 21.9 MY 8.6 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 A

3 E -18.9

4 E -14.9

156>

157> L30 -

158> LX 275.0 LY 57.5 -

159> LADOS 1 2 3 4 -

160> ENG LAEA

*

***003 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 30 LX 275.0 LY 57.5 H 8 cm

P .050 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.1 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 L

2 A

3 E -3.6

4 A

161>

162> L31 -

163> LX 275.0 LY 57.5 -

164> LADOS 1 2 3 4 -

165> ENG LAEA

*

***004 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 31 LX 275.0 LY 57.5 H 8 cm

P .050 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.1 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 L

2 A

3 E -3.6

4 A

166>

167> FIM

Momentos negativos equilibrados, por viga

-----------------------------------------

Viga Trecho Laje esq Mom esq Laje dir Mom dir Mom Equil

tfcm/m tfcm/m tfcm/m

86

301 1 3 .00

2 1 -3.56 4 -10.96 -8.77

3 7 .00

4 2 -3.56 5 -10.96 -8.77

5 6 .00

302 1 3 -18.90 8 -18.50 -18.70

2 4 -10.96 9 -54.68 -43.74

303 1 5 -10.96 10 -55.40 -44.32

2 6 -18.90 11 -18.41 -18.65

304 1 7 -22.03 12 -16.96 -18.37

305 1 8 -18.50 14 -16.58 -17.54

306 1 11 -18.41 15 -16.58 -17.49

307 1 9 -54.68 14 -16.58 -43.74

2 9 -54.68 16 -11.84 -43.74

3 12 -16.96 13 -11.86 -14.41

4 10 -55.40 17 -11.87 -44.32

5 10 -55.40 15 -16.58 -44.32

308 1 13 -11.86 18 -79.33 -63.46

309 1 14 -16.58 19 -16.58 -16.58

310 1 15 -16.58 20 -16.58 -16.58

311 1 19 -16.58 22 -19.18 -17.88

2 16 -11.84 22 -19.18 -15.34

312 1 18 .00

313 1 17 -11.87 23 -19.46 -15.57

2 20 -16.58 23 -19.46 -18.02

314 1 19 -16.58 21 -18.50 -17.54

315 1 20 -16.58 24 -18.41 -17.49

316 1 25 .00

317 1 21 -18.50 26 -18.90 -18.70

2 22 -19.18 27 -10.96 -15.34

318 1 23 -19.46 28 -10.96 -15.57

2 24 -18.41 29 -18.90 -18.65

319 1 26 .00

2 27 -10.96 30 -3.56 -8.77

3 25 .00

4 28 -10.96 31 -3.56 -8.77

5 29 .00

320 1 26 .00

2 21 .00

3 19 .00

4 14 .00

5 8 .00

6 3 .00

321 1 30 .00

2 26 -14.93 27 -10.19 -12.56

3 21 -14.42 22 -20.99 -17.70

322 1 8 -14.42 9 -59.84 -47.87

2 3 -14.93 4 -10.19 -12.56

3 1 .00

323 1 19 -11.37 16 -17.26 -15.27

2 14 -11.37 16 -17.26 -15.27

324 1 30 .00

2 27 -10.19 25 -31.29 -25.03

3 22 -20.99 25 -31.29 -25.41

4 22 -20.99

5 22 -20.99 18 -93.51 -74.80

6 16 -17.26 18 -93.51 -74.80

7 16 -17.26 13 -8.13 -13.81

8 9 -59.84 12 -11.63 -47.87

9 9 -59.84 7 -30.26 -47.87

10 4 -10.19 7 -30.26 -24.21

11 1 .00

325 1 31 .00

2 25 -31.29 28 -10.19 -25.03

3 25 -31.29 23 -21.16 -25.51

4 23 -21.16

5 18 -93.51 23 -21.16 -74.80

6 18 -93.51 17 -17.31 -74.80

7 13 -8.13 17 -17.31 -13.85

8 12 -11.63 10 -60.24 -48.19

9 7 -30.26 10 -60.24 -48.19

10 7 -30.26 5 -10.19 -24.21

11 2 .00

326 1 17 -17.31 20 -11.37 -15.30

2 17 -17.31 15 -11.37 -15.30

327 1 31 .00

2 28 -10.19 29 -14.93 -12.56

3 23 -21.16 24 -14.42 -17.79

328 1 10 -60.24 11 -14.42 -48.19

2 5 -10.19 6 -14.93 -12.56

3 2 .00

329 1 29 .00

2 24 .00

3 20 .00

4 15 .00

5 11 .00

6 6 .00

Momentos equilibrados

---------------------

Laje MX MY M1 M2 M3 M4

tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m

1 1.1 .1 -8.8

2 1.1 .1 -8.8

3 6.1 8.7 -18.7 -12.6

4 3.9 5.8 -43.7 -24.2 -8.8 -12.6

5 3.9 5.8 -44.3 -12.6 -8.8 -24.2

6 6.1 8.7 -18.7 -12.6

7 20.4 9.9 -18.4 -48.2 -47.9

8 5.3 8.9 -17.5 -47.9 -18.7

9 37.8 31.7 -43.7 -47.9 -43.7 -47.9

10 38.0 32.2 -44.3 -48.2 -44.3 -48.2

11 5.3 8.8 -17.5 -18.7 -48.2

12 3.6 9.8 -14.4 -48.2 -18.4 -47.9

13 2.5 5.9 -63.5 -13.8 -14.4 -13.8

14 3.7 8.3 -16.6 -15.3 -43.7

15 3.7 8.3 -16.6 -44.3 -15.3

16 11.4 3.6 -15.3 -74.8 -43.7 -15.3

17 11.4 3.6 -15.6 -15.3 -44.3 -74.8

18 59.3 39.3 -74.8 -63.5 -74.8

19 3.7 8.3 -17.9 -15.3 -16.6

20 3.7 8.3 -18.0 -16.6 -15.3

21 5.3 8.9 -18.7 -17.7 -17.5

22 10.7 11.1 -15.3 -74.8 -17.9 -17.7

23 10.8 11.3 -15.6 -17.8 -18.0 -74.8

24 5.3 8.8 -18.7 -17.5 -17.8

25 21.7 8.1 -25.5 -25.4

26 6.1 8.7 -12.6 -18.7

27 3.9 5.8 -8.8 -25.0 -15.3 -12.6

28 3.9 5.8 -8.8 -12.6 -15.6 -25.0

87

29 6.1 8.7 -18.7 -12.6

30 1.1 .1 -8.8

31 1.1 .1 -8.8

Cisalhamento

------------

Laje Cortante TALWC TALWD TALWU AS OBS

tf kg/cm2 kg/cm2 kg/cm2 cm2/m

1 .11 6.38 .28 .28

2 .11 6.38 .28 .28

3 .29 6.26 .55 .55

4 .19 6.26 .36 .36

5 .19 6.26 .36 .36

6 .29 6.26 .55 .55

7 .41 6.21 .67 .68

8 .26 6.26 .49 .49

9 .99 6.26 1.84 1.84

10 .97 6.26 1.82 1.82

11 .26 6.26 .49 .49

12 .67 6.38 1.71 1.71

13 .47 6.38 1.21 1.21

14 .31 6.26 .58 .58

15 .31 6.26 .57 .57

16 .66 6.38 1.67 1.67

17 .64 6.38 1.63 1.63

18 1.35 6.21 2.23 2.23

19 .31 6.26 .57 .57

20 .31 6.26 .57 .57

21 .26 6.26 .49 .49

22 .37 6.26 .69 .69

23 .37 6.26 .69 .69

24 .26 6.26 .49 .49

25 .45 6.21 .74 .74

26 .29 6.26 .55 .55

27 .19 6.26 .36 .36

28 .19 6.26 .36 .36

29 .29 6.26 .55 .55

30 .11 6.38 .28 .28

31 .11 6.38 .28 .28

Detalhamento

------------

Laje 1 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.1 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 -8.8 1.20 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 2 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.1 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 -8.8 1.20 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 3 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.1 1.50 12 6.3 363 20.0

Y 8.7 1.50 17 6.3 258 20.0

AP 1 -18.7 1.50 6.3 20.0

AP 2 -12.6 1.50 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 4 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.9 1.50 12 6.3 284 20.0

Y 5.8 1.50 13 6.3 259 20.0

AP 1 -43.7 2.04 6.3 15.0

AP 2 -24.2 1.50 6.3 20.0

AP 3 -8.8 1.20 6.3 20.0

AP 4 -12.6 1.50 6.3 20.0

Laje 5 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.9 1.50 12 6.3 284 20.0

Y 5.8 1.50 13 6.3 259 20.0

AP 1 -44.3 2.07 6.3 15.0

AP 2 -12.6 1.50 6.3 20.0

AP 3 -8.8 1.20 6.3 20.0

AP 4 -24.2 1.50 6.3 20.0

Laje 6 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.1 1.50 12 6.3 363 20.0

Y 8.7 1.50 17 6.3 258 20.0

AP 1 -18.7 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

88

AP 4 -12.6 1.50 6.3 20.0

Laje 7 LX= 320.0 LY= 445.0 H=11.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 20.4 1.65 29 6.3 329 15.0

Y 9.9 1.65 21 6.3 453 15.0

AP 1 -18.4 1.20 6.3 20.0

AP 2 -48.2 2.26 6.3 12.5

AP 3 .0 .00 6.3 20.0

AP 4 -47.9 2.25 6.3 12.5

Laje 8 LX= 357.5 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 5.3 1.50 15 6.3 357 20.0

Y 8.9 1.50 18 6.3 290 20.0

AP 1 -17.5 1.50 6.3 20.0

AP 2 -47.9 2.25 6.3 12.5

AP 3 -18.7 1.50 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 9 LX= 275.0 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 37.8 1.76 21 6.3 275 15.0

Y 31.7 1.50 14 6.3 310 20.0

AP 1 -43.7 2.96 6.3 10.0

AP 2 -47.9 3.33 8.0 15.0

AP 3 -43.7 2.04 6.3 15.0

AP 4 -47.9 2.25 6.3 12.5

Laje 10 LX= 277.5 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 38.0 1.76 21 6.3 277 15.0

Y 32.2 1.50 14 6.3 310 20.0

AP 1 -44.3 3.00 6.3 10.0

AP 2 -48.2 2.26 6.3 12.5

AP 3 -44.3 2.07 6.3 15.0

AP 4 -48.2 3.36 8.0 15.0

Laje 11 LX= 355.0 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 5.3 1.50 15 6.3 355 20.0

Y 8.8 1.50 18 6.3 290 20.0

AP 1 -17.5 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -18.7 1.50 6.3 20.0

AP 4 -48.2 2.26 6.3 12.5

Laje 12 LX= 320.0 LY= 115.0 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.6 1.20 7 5.0 329 15.0

Y 9.8 1.20 21 5.0 124 15.0

AP 1 -14.4 1.20 6.3 20.0

AP 2 -48.2 3.36 8.0 15.0

AP 3 -18.4 1.20 6.3 20.0

AP 4 -47.9 3.33 8.0 15.0

Laje 13 LX= 320.0 LY= 108.9 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 2.5 1.20 6 5.0 329 15.0

Y 5.9 1.20 21 5.0 117 15.0

***005 AVISO: Arm dupla no apoio do lado 1 não detalhada: 20.73 cm2

AP 1 -63.5 5.19 10.0 15.0

***006 AVISO: Bitola 10.0 > H/10.

AP 2 -13.8 1.20 6.3 20.0

AP 3 -14.4 1.20 6.3 20.0

AP 4 -13.8 1.20 6.3 20.0

Laje 14 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.7 1.50 13 6.3 502 20.0

Y 8.3 1.50 26 6.3 257 20.0

AP 1 -16.6 1.50 6.3 20.0

AP 2 -15.3 1.20 6.3 20.0

AP 3 -43.7 2.04 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 15 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.7 1.50 13 6.3 502 20.0

Y 8.3 1.50 26 6.3 257 20.0

AP 1 -16.6 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -44.3 2.07 6.3 15.0

AP 4 -15.3 1.20 6.3 20.0

Laje 16 LX= 127.5 LY= 435.0 H= 8.

89

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 11.4 1.20 28 5.0 136 15.0

Y 3.6 1.20 8 5.0 444 15.0

AP 1 -15.3 1.20 6.3 20.0

***007 AVISO: Arm dupla no apoio do lado 2 não detalhada: 58.53 cm2

AP 2 -74.8 7.02 10.0 10.0

***008 AVISO: Bitola 10.0 > H/10.

AP 3 -43.7 2.96 6.3 10.0

AP 4 -15.3 1.20 6.3 20.0

Laje 17 LX= 127.5 LY= 435.0 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 11.4 1.20 28 5.0 136 15.0

Y 3.6 1.20 8 5.0 444 15.0

AP 1 -15.6 1.20 6.3 20.0

AP 2 -15.3 1.20 6.3 20.0

AP 3 -44.3 3.00 6.3 10.0

***009 AVISO: Arm dupla no apoio do lado 4 não detalhada: 58.53 cm2

AP 4 -74.8 7.02 10.0 10.0

***010 AVISO: Bitola 10.0 > H/10.

Laje 18 LX= 320.0 LY= 341.5 H=11.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 59.3 2.46 17 8.0 329 20.0

Y 39.3 1.65 21 6.3 350 15.0

AP 1 .0 .00 6.3 20.0

***011 AVISO: Arm dupla no apoio do lado 2 não detalhada: 58.53 cm2

AP 2 -74.8 7.02 10.0 10.0

***012 AVISO: Arm dupla no apoio do lado 3 não detalhada: 20.73 cm2

AP 3 -63.5 5.19 10.0 15.0

***013 AVISO: Arm dupla no apoio do lado 4 não detalhada: 58.53 cm2

AP 4 -74.8 7.02 10.0 10.0

Laje 19 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.7 1.50 13 6.3 502 20.0

Y 8.3 1.50 26 6.3 257 20.0

AP 1 -17.9 1.50 6.3 20.0

AP 2 -15.3 1.20 6.3 20.0

AP 3 -16.6 1.50 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 20 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.7 1.50 13 6.3 502 20.0

Y 8.3 1.50 26 6.3 257 20.0

AP 1 -18.0 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -16.6 1.50 6.3 20.0

AP 4 -15.3 1.20 6.3 20.0

Laje 21 LX= 357.5 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 5.3 1.50 15 6.3 357 20.0

Y 8.9 1.50 18 6.3 290 20.0

AP 1 -18.7 1.50 6.3 20.0

AP 2 -17.7 1.50 6.3 20.0

AP 3 -17.5 1.50 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 22 LX= 275.0 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.7 1.50 16 6.3 275 20.0

Y 11.1 1.50 14 6.3 310 20.0

AP 1 -15.3 1.50 6.3 20.0

AP 2 -74.8 3.72 10.0 20.0

AP 3 -17.9 1.20 6.3 20.0

AP 4 -17.7 1.50 6.3 20.0

Laje 23 LX= 277.5 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.8 1.50 16 6.3 277 20.0

Y 11.3 1.50 14 6.3 310 20.0

AP 1 -15.6 1.50 6.3 20.0

AP 2 -17.8 1.50 6.3 20.0

AP 3 -18.0 1.20 6.3 20.0

AP 4 -74.8 3.72 10.0 20.0

Laje 24 LX= 355.0 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 5.3 1.50 15 6.3 355 20.0

Y 8.8 1.50 18 6.3 290 20.0

AP 1 -18.7 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -17.5 1.50 6.3 20.0

AP 4 -17.8 1.50 6.3 20.0

90

Laje 25 LX= 320.0 LY= 445.0 H=11.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 21.7 1.65 29 6.3 329 15.0

Y 8.1 1.65 21 6.3 453 15.0

AP 1 .0 .00 6.3 20.0

AP 2 -25.5 1.50 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 -25.4 1.50 6.3 20.0

Laje 26 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.1 1.50 12 6.3 363 20.0

Y 8.7 1.50 17 6.3 258 20.0

AP 1 .0 .00 6.3 20.0

AP 2 -12.6 1.50 6.3 20.0

AP 3 -18.7 1.50 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 27 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.9 1.50 12 6.3 284 20.0

Y 5.8 1.50 13 6.3 259 20.0

AP 1 -8.8 1.20 6.3 20.0

AP 2 -25.0 1.50 6.3 20.0

AP 3 -15.3 1.50 6.3 20.0

AP 4 -12.6 1.50 6.3 20.0

Laje 28 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 3.9 1.50 12 6.3 284 20.0

Y 5.8 1.50 13 6.3 259 20.0

AP 1 -8.8 1.20 6.3 20.0

AP 2 -12.6 1.50 6.3 20.0

AP 3 -15.6 1.50 6.3 20.0

AP 4 -25.0 1.50 6.3 20.0

Laje 29 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.1 1.50 12 6.3 363 20.0

Y 8.7 1.50 17 6.3 258 20.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -18.7 1.50 6.3 20.0

AP 4 -12.6 1.50 6.3 20.0

Laje 30 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.1 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -8.8 1.20 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 31 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.1 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -8.8 1.20 6.3 20.0

AP 4 .0 .00 6.3 20.0

Comprimentos dos ferros negativos

---------------------------------

Viga Trecho Laje esq Cmpr esq Laje dir Cmpr dir

cm cm

301 1 3 62.

2 1 58. 4 62.

3 7 80.

4 2 58. 5 62.

5 6 62.

302 1 3 72. 8 72.

2 4 68. 9 68.

303 1 5 69. 10 69.

2 6 72. 11 72.

304 1 7 80. 12 80.

305 1 8 72. 14 72.

306 1 11 72. 15 72.

307 1 9 72. 14 72.

2 9 68. 16 68.

3 12 28. 13 28.

4 10 69. 17 69.

5 10 72. 15 72.

308 1 13 80. 18 80.

309 1 14 64. 19 64.

310 1 15 64. 20 64.

311 1 19 72. 22 72.

2 16 68. 22 68.

312 1 18 80.

313 1 17 69. 23 69.

2 20 72. 23 72.

314 1 19 72. 21 72.

91

315 1 20 72. 24 72.

316 1 25 80.

317 1 21 72. 26 72.

2 22 68. 27 68.

318 1 23 69. 28 69.

2 24 72. 29 72.

319 1 26 62.

2 27 62. 30 58.

3 25 80.

4 28 62. 31 58.

5 29 62.

320 1 26 62.

2 21 72.

3 19 64.

4 14 64.

5 8 72.

6 3 62.

321 1 30 14.

2 26 62. 27 62.

3 21 72. 22 72.

322 1 8 72. 9 72.

2 3 62. 4 62.

3 1 14.

323 1 19 64. 16 64.

2 14 64. 16 64.

324 1 30 14.

2 27 80. 25 80.

3 22 80. 25 80.

4 22 80.

5 22 80. 18 80.

6 16 80. 18 80.

7 16 80. 13 80.

8 9 80. 12 80.

9 9 80. 7 80.

10 4 80. 7 80.

11 1 14.

325 1 31 14.

2 25 80. 28 80.

3 25 80. 23 80.

4 23 80.

5 18 80. 23 80.

6 18 80. 17 80.

7 13 80. 17 80.

8 12 80. 10 80.

9 7 80. 10 80.

10 7 80. 5 80.

11 2 14.

326 1 17 64. 20 64.

2 17 64. 15 64.

327 1 31 14.

2 28 62. 29 62.

3 23 72. 24 72.

328 1 10 72. 11 72.

2 5 62. 6 62.

3 2 14.

329 1 29 62.

2 24 72.

3 20 64.

4 15 64.

5 11 72.

6 6 62.

3.2.2.3 Lajes do segundo pavimento

------------------------------------------------------------------------------

Dimensionamento e detalhamento de lajes -Processo simplificado

T Q S CAD / Lajes V11 14/01/16 18:28:09

C:\TQS\GRUPO 12\Segundo Pavimento

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5

------------------------------------------------------------------------------

1> $------------------------------------------------------------------------------

2> $ Arquivo REGRAVAVEL. Elimine esta linha para evitar regravação do arquivo.

3> $ CAD/Formas - Gravação automática do arquivo 0004L.LAJ

4> $ Projeto 4 14/01/16 18:27:58

5> $ Pasta C:\TQS\GRUPO 12\Segundo Pavimento

6> $ ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA

7> $ ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5

8> $------------------------------------------------------------------------------

9> $

10> PROJETO 4

Critérios gerais

================

Arquivo de critérios ...................... C:\TQS\GRUPO 12\PRJ-0001.INL

Nome do projetista ........................ Identificação do projetista

RECOBR - Recobrimento geral(cm) ........... 2.50

Recobrimento alternativo p/dobras (cm) .... 1.30

FCK, kgf/cm2 .............................. 250.00

Coeficiente de minoração do concreto ...... 1.40

Coeficiente de majoração de esforcos ...... 1.40

Coeficiente de minoração do aco ........... 1.15

Altura mínima de laje (cm) ................ 7.00

Critérios relativos a esforços

==============================

Módulo de elasticidade secante (kgf/cm2)... 238000.00

Majorador de cargas concentradas .......... 1.00

Nome da tabela p/cálculo de esforços ...... BETON20.BIN

KL1 - Critério de engastamentos .......... Engastamentos do CAD/Formas

KL2 - Compensação de momento positivo .... Negativo compensa positivo

KL9 - Critério de cálculo de esforços .... Processo elástico (Czerny)

KL14 - Momento equilibrado negativo min ... No minimo 80% do maior

KL37 - Homogeneização de negativos no apoio Homogeneiza por trecho de viga

KL38 - Flecha - método de ruptura ......... Considera os 4 lados apoiados

KL39 - Equilíbrio de negativos em um apoio. Ponderado p/inverso da inércia

Critérios relativos a armadura de flexão

========================================

ICFINB - Índice de ferros neg no balanço .. 1

ICFNBB - Num bitolas p/ancorar o balanço .. 70

Divisor DCBORD compr negat borda .......... 4.0

DOBDBL compr cm dobra dupla no balanço .... 20.0

92

DOBSUS compr dobra de susp do negativo .... 10.0

CNGMIN compr mínimo p/ferro negativo ...... 80.0

Bitola p/ lajes armadas em uma direção (mm) .0

Espac. p/ lajes armadas em uma direção (cm) .0

K6 - Verificação de armadura mínima ...... Usa a mínima se necessário

K40 - Cálculo de armadura mínima .......... NBR-6118:2003

KL3 - Ancoragem dos ferros negativos ..... Arma negativo na borda

KL4 - Armadura negativa na borda ......... Arma negativo na borda

KL7 - Alternância dos ferros positivos ... Não alterna ferro positivo

KL8 - Alternância de ferros negativos .... Não alterna ferro negativo

KL11 - Dobras na armadura positiva ........ Coloca dobras só nas bordas

KL18 - Armadura negativa nos apoios ....... Arma negativo em qualquer apoio

KL20 - Cálculo da alternância positiva .... Alternância igual-duas direções

KL21 - H p/cálculo de AS minimo de flexão . AS mínimo flexão usando H total

KL22 - Critério alternativo de AS mínimo .. AS mínimo conforme K40 vigas

KL23 - Número de ferros distribuídos ...... N. de ferros = espaçamentos

KL33 - Extensão do ferro positivo ......... Até as faces externas das vigas

KL35 - Limitação de espacamento em lajes... espaçamento <2H se LY/LX>2

Cálculo de cisalhamento

=======================

K40 - Cálculo de armadura mínima .......... NBR-6118:2003

K50 - Tauc conforme anexo da NBR 7197 ..... Tauc = 0.15 * Raiz (FCK)

KL17 - TALWU1 p/ evitar armar cisalhamento TALWU1 pelo anexo da NBR 7197

Convenção para orientação de lajes

==================================

1 - As lajes são sempre calculadas como retangulares

2 - Os lados são numerados de 1 a 4 no sentido anti-horario

3 - LX se refere aos lados 1 e 3 e LY aos lados 2 e 4

4 - Nas lajes do CAD/Formas, o lado 1 (LX) esta sobre o trecho 1 da laje

11>

12> L1 -

13> LX 275.0 LY 57.5 -

14> LADOS 1 2 3 4 -

15> ENG EALA

*

***001 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 1 LX 275.0 LY 57.5 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.9 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -6.4

2 A

3 L

4 A

16>

17> L2 -

18> LX 275.0 LY 57.5 -

19> LADOS 1 2 3 4 -

20> ENG EALA

*

***002 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 2 LX 275.0 LY 57.5 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.9 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -6.4

2 A

3 L

4 A

21>

22> L3 -

23> LX 355.0 LY 250.0 -

24> LADOS 1 2 3 4 -

25> ENG EEAA

Laje 3 LX 355.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 8.2 tfcm/m

KMY 21.9 MY 14.3 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -31.5

2 E -24.9

3 A

4 A

26>

27> L4 -

28> LX 275.0 LY 250.0 -

29> LADOS 1 2 3 4 -

30> ENG EEEE

Laje 4 LX 275.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 6.5 tfcm/m

KMY 40.0 MY 7.8 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

93

1 E -18.3

2 E -17.0

3 E -18.3

4 E -17.0

31>

32> L5 -

33> LX 275.0 LY 250.0 -

34> LADOS 1 2 3 4 -

35> ENG EEEE

Laje 5 LX 275.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 6.5 tfcm/m

KMY 40.0 MY 7.8 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.3

2 E -17.0

3 E -18.3

4 E -17.0

36>

37> L6 -

38> LX 355.0 LY 250.0 -

39> LADOS 1 2 3 4 -

40> ENG EAAE

Laje 6 LX 355.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 8.2 tfcm/m

KMY 21.9 MY 14.3 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -31.5

2 A

3 A

4 E -24.9

41>

42> L7 -

43> LX 320.0 LY 445.0 -

44> LADOS 1 2 2 3 4 4 -

45> ENG EEAE

Laje 7 LX 320.0 LY 445.0 H 11 cm

P .457 tf/m2 G .275 tf/m2 LY/LX 1.39

KFLEX .026 Flecha .06 cm Flecha LIM 1.07 cm Hmin 7 cm

KMX 26.9 MX 27.8 tfcm/m

KMY 48.1 MY 15.6 tfcm/m

KMXNEG 12.74

KMYNEG 17.50

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -42.8

2 E -58.8

3 A

4 E -58.8

46>

47> L8 -

48> LX 357.5 LY 290.0 -

49> LADOS 1 2 2 3 4 -

50> ENG EEEA

Laje 8 LX 357.5 LY 290.0 H 10 cm

P .574 tf/m2 G .250 tf/m2 LY/LX .81

KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.7 MX 14.5 tfcm/m

KMY 29.9 MY 23.2 tfcm/m

KMXNEG 17.50

KMYNEG 13.64

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -50.8

2 E -39.6

3 E -50.8

4 A

51>

52> L9 -

53> LX 275.0 LY 310.0 -

54> LADOS 1 1 2 2 3 4 4 -

55> ENG EEEE

Laje 9 LX 275.0 LY 310.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX 1.13

KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm

KMX 38.5 MX 9.8 tfcm/m

KMY 48.1 MY 7.9 tfcm/m

KMXNEG 16.66

KMYNEG 18.24

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -20.7

2 E -22.7

3 E -20.7

4 E -22.7

56>

57> L10 -

94

58> LX 277.5 LY 310.0 -

59> LADOS 1 1 2 2 3 4 4 -

60> ENG EEEE

Laje 10 LX 277.5 LY 310.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX 1.12

KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm

KMX 39.1 MX 9.9 tfcm/m

KMY 48.0 MY 8.0 tfcm/m

KMXNEG 16.83

KMYNEG 18.30

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -21.0

2 E -22.9

3 E -21.0

4 E -22.9

61>

62> L11 -

63> LX 355.0 LY 290.0 -

64> LADOS 1 2 3 4 1 -

65> ENG EAEE

Laje 11 LX 355.0 LY 290.0 H 10 cm

P .574 tf/m2 G .250 tf/m2 LY/LX .82

KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.6 MX 14.5 tfcm/m

KMY 30.1 MY 23.0 tfcm/m

KMXNEG 17.50

KMYNEG 13.71

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -50.6

2 A

3 E -50.6

4 E -39.6

66>

67> L12 -

68> LX 320.0 LY 115.0 -

69> LADOS 1 2 3 4 -

70> ENG EEEE

Laje 12 LX 320.0 LY 115.0 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .36

KFLEX .031 Flecha .00 cm Flecha LIM .38 cm Hmin 7 cm

KMX 57.0 MX 1.0 tfcm/m

KMY 24.0 MY 2.5 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -5.0

2 E -3.4

3 E -5.0

4 E -3.4

71>

72> L13 -

73> LX 320.0 LY 108.9 -

74> LADOS 1 2 3 4 -

75> ENG AEEE

Laje 13 LX 320.0 LY 108.9 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .34

KFLEX .060 Flecha .00 cm Flecha LIM .36 cm Hmin 7 cm

KMX 48.6 MX 1.1 tfcm/m

KMY 14.2 MY 3.8 tfcm/m

KMXNEG 12.00

KMYNEG 8.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -4.4

3 E -6.7

4 E -4.4

76>

77> L14 -

78> LX 502.5 LY 257.5 -

79> LADOS 1 2 3 2 3 4 -

80> ENG EEEA

Laje 14 LX 502.5 LY 257.5 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 6.2 tfcm/m

KMY 24.0 MY 13.8 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -27.6

2 E -18.9

3 E -27.6

4 A

81>

82> L15 -

83> LX 502.5 LY 257.5 -

84> LADOS 1 2 3 4 3 4 -

85> ENG EAEE

Laje 15 LX 502.5 LY 257.5 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

95

KMX 53.4 MX 6.2 tfcm/m

KMY 24.0 MY 13.8 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -27.6

2 A

3 E -27.6

4 E -18.9

86>

87> L16 -

88> LX 127.5 LY 435.0 -

89> LADOS 1 2 2 3 4 4 -

90> ENG EAEE

Laje 16 LX 127.5 LY 435.0 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX 3.41

KFLEX .060 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm

KMX 14.2 MX 5.2 tfcm/m

KMY 48.6 MY 1.5 tfcm/m

KMXNEG 8.00

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -6.1

2 A

3 E -6.1

4 E -9.1

91>

92> L17 -

93> LX 127.5 LY 435.0 -

94> LADOS 1 2 2 3 4 4 -

95> ENG EEEA

Laje 17 LX 127.5 LY 435.0 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX 3.41

KFLEX .060 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm

KMX 14.2 MX 5.2 tfcm/m

KMY 48.6 MY 1.5 tfcm/m

KMXNEG 8.00

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -6.1

2 E -9.1

3 E -6.1

4 A

96>

97> L18 -

98> LX 502.5 LY 257.5 -

99> LADOS 1 2 1 2 3 4 -

100> ENG EEEA

Laje 18 LX 502.5 LY 257.5 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 6.2 tfcm/m

KMY 24.0 MY 13.8 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -27.6

2 E -18.9

3 E -27.6

4 A

101>

102> L19 -

103> LX 502.5 LY 257.5 -

104> LADOS 1 4 1 2 3 4 -

105> ENG EAEE

Laje 19 LX 502.5 LY 257.5 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 6.2 tfcm/m

KMY 24.0 MY 13.8 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -27.6

2 A

3 E -27.6

4 E -18.9

106>

107> L20 -

108> LX 357.5 LY 290.0 -

109> LADOS 1 2 3 3 4 -

110> ENG EEEA

Laje 20 LX 357.5 LY 290.0 H 10 cm

P .574 tf/m2 G .250 tf/m2 LY/LX .81

KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.7 MX 14.5 tfcm/m

KMY 29.9 MY 23.2 tfcm/m

KMXNEG 17.50

KMYNEG 13.64

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -50.8

96

2 E -39.6

3 E -50.8

4 A

111>

112> L21 -

113> LX 275.0 LY 310.0 -

114> LADOS 1 2 2 2 3 3 4 4 -

115> ENG EEEE

Laje 21 LX 275.0 LY 310.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX 1.13

KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm

KMX 38.5 MX 9.8 tfcm/m

KMY 48.1 MY 7.9 tfcm/m

KMXNEG 16.66

KMYNEG 18.24

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -20.7

2 E -22.7

3 E -20.7

4 E -22.7

116>

117> L22 -

118> LX 277.5 LY 310.0 -

119> LADOS 1 2 2 3 3 4 4 4 -

120> ENG EEEE

Laje 22 LX 277.5 LY 310.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX 1.12

KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm

KMX 39.1 MX 9.9 tfcm/m

KMY 48.0 MY 8.0 tfcm/m

KMXNEG 16.83

KMYNEG 18.30

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -21.0

2 E -22.9

3 E -21.0

4 E -22.9

121>

122> L23 -

123> LX 355.0 LY 290.0 -

124> LADOS 1 2 3 4 4 -

125> ENG EAEE

Laje 23 LX 355.0 LY 290.0 H 10 cm

P .574 tf/m2 G .250 tf/m2 LY/LX .82

KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.6 MX 14.5 tfcm/m

KMY 30.1 MY 23.0 tfcm/m

KMXNEG 17.50

KMYNEG 13.71

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -50.6

2 A

3 E -50.6

4 E -39.6

126>

127> L24 -

128> LX 320.0 LY 445.0 -

129> LADOS 1 2 2 3 4 4 -

130> ENG AEAE

Laje 24 LX 320.0 LY 445.0 H 11 cm

P .457 tf/m2 G .275 tf/m2 LY/LX 1.39

KFLEX .028 Flecha .07 cm Flecha LIM 1.07 cm Hmin 7 cm

KMX 24.9 MX 30.1 tfcm/m

KMY 47.8 MY 15.7 tfcm/m

KMXNEG 12.32

KMYNEG .00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -60.8

3 A

4 E -60.8

131>

132> L25 -

133> LX 355.0 LY 250.0 -

134> LADOS 1 2 3 4 -

135> ENG AEEA

Laje 25 LX 355.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 8.2 tfcm/m

KMY 21.9 MY 14.3 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -24.9

3 E -31.5

4 A

136>

137> L26 -

138> LX 275.0 LY 250.0 -

97

139> LADOS 1 2 3 4 -

140> ENG EEEE

Laje 26 LX 275.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 6.5 tfcm/m

KMY 40.0 MY 7.8 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.3

2 E -17.0

3 E -18.3

4 E -17.0

141>

142> L27 -

143> LX 275.0 LY 250.0 -

144> LADOS 1 2 3 4 -

145> ENG EEEE

Laje 27 LX 275.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 6.5 tfcm/m

KMY 40.0 MY 7.8 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.3

2 E -17.0

3 E -18.3

4 E -17.0

146>

147> L28 -

148> LX 355.0 LY 250.0 -

149> LADOS 1 2 3 4 -

150> ENG AAEE

Laje 28 LX 355.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 8.2 tfcm/m

KMY 21.9 MY 14.3 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 A

3 E -31.5

4 E -24.9

151>

152> L29 -

153> LX 275.0 LY 57.5 -

154> LADOS 1 2 3 4 -

155> ENG LAEA

*

***003 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 29 LX 275.0 LY 57.5 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.9 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 L

2 A

3 E -6.4

4 A

156>

157> L30 -

158> LX 275.0 LY 57.5 -

159> LADOS 1 2 3 4 -

160> ENG LAEA

*

***004 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 30 LX 275.0 LY 57.5 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.9 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 L

2 A

3 E -6.4

4 A

161>

162> FIM

***005 AVISO: Viga 224 Trecho 7 Momento negativo não será compensado

***006 AVISO: Verifique o detalhamento de armaduras entre as lajes 16 e 13

***007 AVISO: Viga 225 Trecho 7 Momento negativo não será compensado

***008 AVISO: Verifique o detalhamento de armaduras entre as lajes 13 e 17

98

Momentos negativos equilibrados, por viga

-----------------------------------------

Viga Trecho Laje esq Mom esq Laje dir Mom dir Mom Equil

tfcm/m tfcm/m tfcm/m

201 1 3 .00

2 1 -6.41 4 -18.27 -14.62

3 7 .00

4 2 -6.41 5 -18.27 -14.62

5 6 .00

202 1 3 -31.50 8 -50.81 -41.16

2 4 -18.27 9 -20.73 -19.50

203 1 5 -18.27 10 -21.04 -19.66

2 6 -31.50 11 -50.56 -41.03

204 1 7 -42.83 12 -4.96 -34.27

205 1 8 -50.81 14 -27.63 -40.65

206 1 11 -50.56 15 -27.63 -40.44

207 1 9 -20.73 14 -27.63 -24.18

2 9 -20.73 16 -6.10 -16.59

3 12 -4.96 13 -6.67 -5.82

4 10 -21.04 17 -6.10 -16.83

5 10 -21.04 15 -27.63 -24.34

208 1 13 .00

209 1 14 -27.63 18 -27.63 -27.63

210 1 15 -27.63 19 -27.63 -27.63

211 1 18 -27.63 21 -20.73 -24.18

2 16 -6.10 21 -20.73 -16.59

212 1

213 1 17 -6.10 22 -21.04 -16.83

2 19 -27.63 22 -21.04 -24.34

214 1 18 -27.63 20 -50.81 -40.65

215 1 19 -27.63 23 -50.56 -40.44

216 1 24 .00

217 1 20 -50.81 25 -31.50 -41.16

2 21 -20.73 26 -18.27 -19.50

218 1 22 -21.04 27 -18.27 -19.66

2 23 -50.56 28 -31.50 -41.03

219 1 25 .00

2 26 -18.27 29 -6.41 -14.62

3 24 .00

4 27 -18.27 30 -6.41 -14.62

5 28 .00

220 1 25 .00

2 20 .00

3 18 .00

4 14 .00

5 8 .00

6 3 .00

221 1 29 .00

2 25 -24.88 26 -16.98 -20.93

3 20 -39.60 21 -22.69 -31.68

222 1 8 -39.60 9 -22.69 -31.68

2 3 -24.88 4 -16.98 -20.93

3 1 .00

223 1 18 -18.94 16 -9.14 -15.16

2 14 -18.94 16 -9.14 -15.16

224 1 29 .00

2 26 -16.98 24 -60.85 -48.68

3 21 -22.69 24 -60.85 -48.68

4 21 -22.69

5 21 -22.69

6 16 .00

7 16 .00 13 -4.45 -4.45

8 9 -22.69 12 -3.40 -18.15

9 9 -22.69 7 -58.85 -47.08

10 4 -16.98 7 -58.85 -47.08

11 1 .00

225 1 30 .00

2 24 -60.85 27 -16.98 -48.68

3 24 -60.85 22 -22.88 -48.68

4 22 -22.88

5 22 -22.88

6 17 .00

7 13 -4.45 17 .00 -4.45

8 12 -3.40 10 -22.88 -18.31

9 7 -58.85 10 -22.88 -47.08

10 7 -58.85 5 -16.98 -47.08

11 2 .00

226 1 17 -9.14 19 -18.94 -15.16

2 17 -9.14 15 -18.94 -15.16

227 1 30 .00

2 27 -16.98 28 -24.88 -20.93

3 22 -22.88 23 -39.60 -31.68

228 1 10 -22.88 11 -39.60 -31.68

2 5 -16.98 6 -24.88 -20.93

3 2 .00

229 1 28 .00

2 23 .00

3 19 .00

4 15 .00

5 11 .00

6 6 .00

Momentos equilibrados

---------------------

Laje MX MY M1 M2 M3 M4

tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m

1 1.9 .1 -14.6

2 1.9 .1 -14.6

3 10.1 14.3 -41.2 -20.9

4 6.5 9.6 -19.5 -47.1 -14.6 -20.9

5 6.5 9.6 -19.7 -20.9 -14.6 -47.1

6 10.1 14.3 -41.0 -20.9

7 39.6 19.9 -34.3 -47.1 -47.1

8 18.5 33.1 -40.6 -31.7 -41.2

9 12.1 10.6 -24.2 -47.1 -19.5 -31.7

10 12.1 10.8 -24.3 -31.7 -19.7 -47.1

11 18.5 32.8 -40.4 -41.0 -31.7

12 1.0 2.5 -5.8 -18.3 -34.3 -18.2

13 1.1 4.2 -4.4 -5.8 -4.4

14 8.1 15.5 -27.6 -15.2 -40.6

15 8.1 15.5 -27.6 -40.4 -15.2

16 5.2 1.5 -16.6 -16.6 -15.2

17 5.2 1.5 -16.8 -15.2 -16.8

18 8.1 15.5 -40.6 -15.2 -27.6

19 8.1 15.5 -40.4 -27.6 -15.2

20 18.5 33.1 -41.2 -31.7 -40.6

21 9.8 10.6 -19.5 -48.7 -24.2 -31.7

22 9.9 10.8 -19.7 -31.7 -24.3 -48.7

99

23 18.5 32.8 -41.0 -40.4 -31.7

24 42.3 15.7 -48.7 -48.7

25 10.1 14.3 -20.9 -41.2

26 6.5 9.6 -14.6 -48.7 -19.5 -20.9

27 6.5 9.6 -14.6 -20.9 -19.7 -48.7

28 10.1 14.3 -41.0 -20.9

29 1.9 .1 -14.6

30 1.9 .1 -14.6

Cisalhamento

------------

Laje Cortante TALWC TALWD TALWU AS OBS

tf kg/cm2 kg/cm2 kg/cm2 cm2/m

1 .20 6.38 .50 .50

2 .20 6.38 .50 .50

3 .49 6.26 .92 .92

4 .32 6.26 .60 .60

5 .32 6.26 .60 .60

6 .49 6.26 .91 .92

7 .78 6.21 1.29 1.29

8 .69 6.26 1.29 1.29

9 .37 6.26 .69 .69

10 .37 6.26 .69 .69

11 .69 6.26 1.29 1.30

12 .19 6.38 .48 .48

13 .22 6.38 .56 .56

14 .51 6.26 .96 .96

15 .51 6.26 .95 .95

16 .26 6.38 .67 .67

17 .26 6.38 .67 .67

18 .51 6.26 .95 .95

19 .51 6.26 .96 .96

20 .69 6.26 1.29 1.29

21 .37 6.26 .69 .69

22 .37 6.26 .69 .69

23 .69 6.26 1.29 1.30

24 .86 6.21 1.42 1.42

25 .49 6.26 .91 .92

26 .32 6.26 .60 .60

27 .32 6.26 .60 .60

28 .49 6.26 .91 .92

29 .20 6.38 .51 .51

30 .20 6.38 .51 .51

Detalhamento

------------

Laje 1 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.9 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 -14.6 1.20 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 2 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.9 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 -14.6 1.20 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 3 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.1 1.50 12 6.3 363 20.0

Y 14.3 1.50 17 6.3 258 20.0

AP 1 -41.2 1.92 6.3 15.0

AP 2 -20.9 1.50 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 4 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.5 1.50 12 6.3 284 20.0

Y 9.6 1.50 13 6.3 259 20.0

AP 1 -19.5 1.50 6.3 20.0

AP 2 -47.1 2.21 6.3 12.5

AP 3 -14.6 1.20 6.3 20.0

AP 4 -20.9 1.50 6.3 20.0

Laje 5 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.5 1.50 12 6.3 284 20.0

Y 9.6 1.50 13 6.3 259 20.0

AP 1 -19.7 1.50 6.3 20.0

AP 2 -20.9 1.50 6.3 20.0

AP 3 -14.6 1.20 6.3 20.0

AP 4 -47.1 2.21 6.3 12.5

Laje 6 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.1 1.50 12 6.3 363 20.0

100

Y 14.3 1.50 17 6.3 258 20.0

AP 1 -41.0 1.91 6.3 15.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 -20.9 1.50 6.3 20.0

Laje 7 LX= 320.0 LY= 445.0 H=11.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 39.6 1.65 29 6.3 329 15.0

Y 19.9 1.65 21 6.3 453 15.0

AP 1 -34.3 2.27 6.3 12.5

AP 2 -47.1 2.21 6.3 12.5

AP 3 .0 .00 6.3 20.0

AP 4 -47.1 2.21 6.3 12.5

Laje 8 LX= 357.5 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 18.5 1.50 15 6.3 357 20.0

Y 33.1 1.53 18 6.3 290 20.0

AP 1 -40.6 1.89 6.3 15.0

AP 2 -31.7 1.50 6.3 20.0

AP 3 -41.2 1.92 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 9 LX= 275.0 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 12.1 1.50 16 6.3 275 20.0

Y 10.6 1.50 14 6.3 310 20.0

AP 1 -24.2 1.57 6.3 15.0

AP 2 -47.1 3.27 8.0 15.0

AP 3 -19.5 1.50 6.3 20.0

AP 4 -31.7 1.50 6.3 20.0

Laje 10 LX= 277.5 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 12.1 1.50 16 6.3 277 20.0

Y 10.8 1.50 14 6.3 310 20.0

AP 1 -24.3 1.58 6.3 15.0

AP 2 -31.7 1.50 6.3 20.0

AP 3 -19.7 1.50 6.3 20.0

AP 4 -47.1 3.27 8.0 15.0

Laje 11 LX= 355.0 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 18.5 1.50 15 6.3 355 20.0

Y 32.8 1.52 18 6.3 290 20.0

AP 1 -40.4 1.88 6.3 15.0

AP 2 .0 .00 6.3 20.0

AP 3 -41.0 1.91 6.3 15.0

AP 4 -31.7 1.50 6.3 20.0

Laje 12 LX= 320.0 LY= 115.0 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.0 1.20 7 5.0 329 15.0

Y 2.5 1.20 21 5.0 124 15.0

AP 1 -5.8 1.20 6.3 20.0

AP 2 -18.3 1.20 6.3 20.0

AP 3 -34.3 2.27 6.3 12.5

AP 4 -18.2 1.20 6.3 20.0

Laje 13 LX= 320.0 LY= 108.9 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.1 1.20 6 5.0 329 15.0

Y 4.2 1.20 21 5.0 117 15.0

AP 1 .0 .00 6.3 20.0

AP 2 -4.4 1.20 6.3 20.0

AP 3 -5.8 1.20 6.3 20.0

AP 4 -4.4 1.20 6.3 20.0

Laje 14 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 8.1 1.50 13 6.3 502 20.0

Y 15.5 1.50 26 6.3 257 20.0

AP 1 -27.6 1.50 6.3 20.0

AP 2 -15.2 1.20 6.3 20.0

AP 3 -40.6 1.89 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 15 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 8.1 1.50 13 6.3 502 20.0

Y 15.5 1.50 26 6.3 257 20.0

AP 1 -27.6 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -40.4 1.88 6.3 15.0

AP 4 -15.2 1.20 6.3 20.0

101

Laje 16 LX= 127.5 LY= 435.0 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 5.2 1.20 28 5.0 136 15.0

Y 1.5 1.20 8 5.0 444 15.0

AP 1 -16.6 1.20 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -16.6 1.20 6.3 20.0

AP 4 -15.2 1.20 6.3 20.0

Laje 17 LX= 127.5 LY= 435.0 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 5.2 1.20 28 5.0 136 15.0

Y 1.5 1.20 8 5.0 444 15.0

AP 1 -16.8 1.20 6.3 20.0

AP 2 -15.2 1.20 6.3 20.0

AP 3 -16.8 1.20 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 18 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 8.1 1.50 13 6.3 502 20.0

Y 15.5 1.50 26 6.3 257 20.0

AP 1 -40.6 1.89 6.3 15.0

AP 2 -15.2 1.20 6.3 20.0

AP 3 -27.6 1.50 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 19 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 8.1 1.50 13 6.3 502 20.0

Y 15.5 1.50 26 6.3 257 20.0

AP 1 -40.4 1.88 6.3 15.0

AP 2 .0 .00 6.3 20.0

AP 3 -27.6 1.50 6.3 20.0

AP 4 -15.2 1.20 6.3 20.0

Laje 20 LX= 357.5 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 18.5 1.50 15 6.3 357 20.0

Y 33.1 1.53 18 6.3 290 20.0

AP 1 -41.2 1.92 6.3 15.0

AP 2 -31.7 1.50 6.3 20.0

AP 3 -40.6 1.89 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 21 LX= 275.0 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 9.8 1.50 16 6.3 275 20.0

Y 10.6 1.50 14 6.3 310 20.0

AP 1 -19.5 1.50 6.3 20.0

AP 2 -48.7 2.29 6.3 12.5

AP 3 -24.2 1.57 6.3 15.0

AP 4 -31.7 1.50 6.3 20.0

Laje 22 LX= 277.5 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 9.9 1.50 16 6.3 277 20.0

Y 10.8 1.50 14 6.3 310 20.0

AP 1 -19.7 1.50 6.3 20.0

AP 2 -31.7 1.50 6.3 20.0

AP 3 -24.3 1.58 6.3 15.0

AP 4 -48.7 2.29 6.3 12.5

Laje 23 LX= 355.0 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 18.5 1.50 15 6.3 355 20.0

Y 32.8 1.52 18 6.3 290 20.0

AP 1 -41.0 1.91 6.3 15.0

AP 2 .0 .00 6.3 20.0

AP 3 -40.4 1.88 6.3 15.0

AP 4 -31.7 1.50 6.3 20.0

Laje 24 LX= 320.0 LY= 445.0 H=11.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 42.3 1.71 29 6.3 329 15.0

Y 15.7 1.65 21 6.3 453 15.0

AP 1 .0 .00 6.3 20.0

AP 2 -48.7 2.29 6.3 12.5

AP 3 .0 .00 6.3 20.0

AP 4 -48.7 2.29 6.3 12.5

Laje 25 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

102

X 10.1 1.50 12 6.3 363 20.0

Y 14.3 1.50 17 6.3 258 20.0

AP 1 .0 .00 6.3 20.0

AP 2 -20.9 1.50 6.3 20.0

AP 3 -41.2 1.92 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 26 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.5 1.50 12 6.3 284 20.0

Y 9.6 1.50 13 6.3 259 20.0

AP 1 -14.6 1.20 6.3 20.0

AP 2 -48.7 2.29 6.3 12.5

AP 3 -19.5 1.50 6.3 20.0

AP 4 -20.9 1.50 6.3 20.0

Laje 27 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.5 1.50 12 6.3 284 20.0

Y 9.6 1.50 13 6.3 259 20.0

AP 1 -14.6 1.20 6.3 20.0

AP 2 -20.9 1.50 6.3 20.0

AP 3 -19.7 1.50 6.3 20.0

AP 4 -48.7 2.29 6.3 12.5

Laje 28 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.1 1.50 12 6.3 363 20.0

Y 14.3 1.50 17 6.3 258 20.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -41.0 1.91 6.3 15.0

AP 4 -20.9 1.50 6.3 20.0

Laje 29 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.9 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -14.6 1.20 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 30 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.9 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -14.6 1.20 6.3 20.0

AP 4 .0 .00 6.3 20.0

Comprimentos dos ferros negativos

---------------------------------

Viga Trecho Laje esq Cmpr esq Laje dir Cmpr dir

cm cm

201 1 3 62.

2 1 58. 4 62.

3 7 80.

4 2 58. 5 62.

5 6 62.

202 1 3 72. 8 72.

2 4 68. 9 68.

203 1 5 69. 10 69.

2 6 72. 11 72.

204 1 7 80. 12 80.

205 1 8 72. 14 72.

206 1 11 72. 15 72.

207 1 9 72. 14 72.

2 9 68. 16 68.

3 12 28. 13 28.

4 10 69. 17 69.

5 10 72. 15 72.

208 1 13 27.

209 1 14 64. 18 64.

210 1 15 64. 19 64.

211 1 18 72. 21 72.

2 16 68. 21 68.

212 1

213 1 17 69. 22 69.

2 19 72. 22 72.

214 1 18 72. 20 72.

215 1 19 72. 23 72.

216 1 24 80.

217 1 20 72. 25 72.

2 21 68. 26 68.

218 1 22 69. 27 69.

2 23 72. 28 72.

219 1 25 62.

2 26 62. 29 58.

3 24 80.

4 27 62. 30 58.

5 28 62.

220 1 25 62.

2 20 72.

3 18 64.

4 14 64.

5 8 72.

6 3 62.

221 1 29 14.

103

2 25 62. 26 62.

3 20 72. 21 72.

222 1 8 72. 9 72.

2 3 62. 4 62.

3 1 14.

223 1 18 64. 16 64.

2 14 64. 16 64.

224 1 29 14.

2 26 80. 24 80.

3 21 80. 24 80.

4 21 80.

5 21 80.

6 16 31.

7 16 31. 13 31.

8 9 80. 12 80.

9 9 80. 7 80.

10 4 80. 7 80.

11 1 14.

225 1 30 14.

2 24 80. 27 80.

3 24 80. 22 80.

4 22 80.

5 22 80.

6 17 31.

7 13 31. 17 31.

8 12 80. 10 80.

9 7 80. 10 80.

10 7 80. 5 80.

11 2 14.

226 1 17 64. 19 64.

2 17 64. 15 64.

227 1 30 14.

2 27 62. 28 62.

3 22 72. 23 72.

228 1 10 72. 11 72.

2 5 62. 6 62.

3 2 14.

229 1 28 62.

2 23 72.

3 19 64.

4 15 64.

5 11 72.

6 6 62.

3.2.2.4 Lajes do primeiro pavimento

------------------------------------------------------------------------------

Dimensionamento e detalhamento de lajes -Processo simplificado

T Q S CAD / Lajes V11 14/01/16 18:28:06

C:\TQS\GRUPO 12\Primeiro Pavimento

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5

------------------------------------------------------------------------------

1> $------------------------------------------------------------------------------

2> $ Arquivo REGRAVAVEL. Elimine esta linha para evitar regravação do arquivo.

3> $ CAD/Formas - Gravação automática do arquivo 0003L.LAJ

4> $ Projeto 3 14/01/16 18:27:57

5> $ Pasta C:\TQS\GRUPO 12\Primeiro Pavimento

6> $ ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA

7> $ ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5

8> $------------------------------------------------------------------------------

9> $

10> PROJETO 3

Critérios gerais

================

Arquivo de critérios ...................... C:\TQS\GRUPO 12\PRJ-0001.INL

Nome do projetista ........................ Identificação do projetista

RECOBR - Recobrimento geral(cm) ........... 2.50

Recobrimento alternativo p/dobras (cm) .... 1.30

FCK, kgf/cm2 .............................. 250.00

Coeficiente de minoração do concreto ...... 1.40

Coeficiente de majoração de esforcos ...... 1.40

Coeficiente de minoração do aco ........... 1.15

Altura mínima de laje (cm) ................ 7.00

Critérios relativos a esforços

==============================

Módulo de elasticidade secante (kgf/cm2)... 238000.00

Majorador de cargas concentradas .......... 1.00

Nome da tabela p/cálculo de esforços ...... BETON20.BIN

KL1 - Critério de engastamentos .......... Engastamentos do CAD/Formas

KL2 - Compensação de momento positivo .... Negativo compensa positivo

KL9 - Critério de cálculo de esforços .... Processo elástico (Czerny)

KL14 - Momento equilibrado negativo min ... No minimo 80% do maior

KL37 - Homogeneização de negativos no apoio Homogeneiza por trecho de viga

KL38 - Flecha - método de ruptura ......... Considera os 4 lados apoiados

KL39 - Equilíbrio de negativos em um apoio. Ponderado p/inverso da inércia

Critérios relativos a armadura de flexão

========================================

ICFINB - Índice de ferros neg no balanço .. 1

ICFNBB - Num bitolas p/ancorar o balanço .. 70

Divisor DCBORD compr negat borda .......... 4.0

DOBDBL compr cm dobra dupla no balanço .... 20.0

DOBSUS compr dobra de susp do negativo .... 10.0

CNGMIN compr mínimo p/ferro negativo ...... 80.0

Bitola p/ lajes armadas em uma direção (mm) .0

Espac. p/ lajes armadas em uma direção (cm) .0

K6 - Verificação de armadura mínima ...... Usa a mínima se necessário

K40 - Cálculo de armadura mínima .......... NBR-6118:2003

KL3 - Ancoragem dos ferros negativos ..... Arma negativo na borda

KL4 - Armadura negativa na borda ......... Arma negativo na borda

KL7 - Alternância dos ferros positivos ... Não alterna ferro positivo

KL8 - Alternância de ferros negativos .... Não alterna ferro negativo

KL11 - Dobras na armadura positiva ........ Coloca dobras só nas bordas

KL18 - Armadura negativa nos apoios ....... Arma negativo em qualquer apoio

KL20 - Cálculo da alternância positiva .... Alternância igual-duas direções

KL21 - H p/cálculo de AS minimo de flexão . AS mínimo flexão usando H total

KL22 - Critério alternativo de AS mínimo .. AS mínimo conforme K40 vigas

KL23 - Número de ferros distribuídos ...... N. de ferros = espaçamentos

KL33 - Extensão do ferro positivo ......... Até as faces externas das vigas

KL35 - Limitação de espacamento em lajes... espaçamento <2H se LY/LX>2

104

Cálculo de cisalhamento

=======================

K40 - Cálculo de armadura mínima .......... NBR-6118:2003

K50 - Tauc conforme anexo da NBR 7197 ..... Tauc = 0.15 * Raiz (FCK)

KL17 - TALWU1 p/ evitar armar cisalhamento TALWU1 pelo anexo da NBR 7197

Convenção para orientação de lajes

==================================

1 - As lajes são sempre calculadas como retangulares

2 - Os lados são numerados de 1 a 4 no sentido anti-horario

3 - LX se refere aos lados 1 e 3 e LY aos lados 2 e 4

4 - Nas lajes do CAD/Formas, o lado 1 (LX) esta sobre o trecho 1 da laje

11>

12> L1 -

13> LX 275.0 LY 57.5 -

14> LADOS 1 2 3 4 -

15> ENG EALA

*

***001 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 1 LX 275.0 LY 57.5 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.9 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -6.4

2 A

3 L

4 A

16>

17> L2 -

18> LX 275.0 LY 57.5 -

19> LADOS 1 2 3 4 -

20> ENG EALA

*

***002 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 2 LX 275.0 LY 57.5 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.9 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -6.4

2 A

3 L

4 A

21>

22> L3 -

23> LX 355.0 LY 250.0 -

24> LADOS 1 2 3 4 -

25> ENG EEAA

Laje 3 LX 355.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 8.2 tfcm/m

KMY 21.9 MY 14.3 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -31.5

2 E -24.9

3 A

4 A

26>

27> L4 -

28> LX 275.0 LY 250.0 -

29> LADOS 1 2 3 4 -

30> ENG EEEE

Laje 4 LX 275.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 6.5 tfcm/m

KMY 40.0 MY 7.8 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.3

2 E -17.0

3 E -18.3

4 E -17.0

31>

32> L5 -

33> LX 320.0 LY 445.0 -

34> LADOS 1 2 2 3 4 4 -

35> ENG EEAE

Laje 5 LX 320.0 LY 445.0 H 11 cm

P .457 tf/m2 G .275 tf/m2 LY/LX 1.39

KFLEX .026 Flecha .06 cm Flecha LIM 1.07 cm Hmin 7 cm

KMX 26.9 MX 27.8 tfcm/m

KMY 48.1 MY 15.6 tfcm/m

KMXNEG 12.74

105

KMYNEG 17.50

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -42.8

2 E -58.8

3 A

4 E -58.8

36>

37> L6 -

38> LX 275.0 LY 250.0 -

39> LADOS 1 2 3 4 -

40> ENG EEEE

Laje 6 LX 275.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 6.5 tfcm/m

KMY 40.0 MY 7.8 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.3

2 E -17.0

3 E -18.3

4 E -17.0

41>

42> L7 -

43> LX 355.0 LY 250.0 -

44> LADOS 1 2 3 4 -

45> ENG EAAE

Laje 7 LX 355.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 8.2 tfcm/m

KMY 21.9 MY 14.3 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -31.5

2 A

3 A

4 E -24.9

46>

47> L8 -

48> LX 357.5 LY 290.0 -

49> LADOS 1 2 2 3 4 -

50> ENG EEEA

Laje 8 LX 357.5 LY 290.0 H 10 cm

P .574 tf/m2 G .250 tf/m2 LY/LX .81

KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.7 MX 14.5 tfcm/m

KMY 29.9 MY 23.2 tfcm/m

KMXNEG 17.50

KMYNEG 13.64

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -50.8

2 E -39.6

3 E -50.8

4 A

51>

52> L9 -

53> LX 275.0 LY 310.0 -

54> LADOS 1 1 2 2 3 4 4 -

55> ENG EEEE

Laje 9 LX 275.0 LY 310.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX 1.13

KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm

KMX 38.5 MX 9.8 tfcm/m

KMY 48.1 MY 7.9 tfcm/m

KMXNEG 16.66

KMYNEG 18.24

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -20.7

2 E -22.7

3 E -20.7

4 E -22.7

56>

57> L10 -

58> LX 320.0 LY 115.0 -

59> LADOS 1 2 3 4 -

60> ENG EEEE

Laje 10 LX 320.0 LY 115.0 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .36

KFLEX .031 Flecha .00 cm Flecha LIM .38 cm Hmin 7 cm

KMX 57.0 MX 1.0 tfcm/m

KMY 24.0 MY 2.5 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -5.0

2 E -3.4

3 E -5.0

4 E -3.4

106

61>

62> L11 -

63> LX 277.5 LY 310.0 -

64> LADOS 1 1 2 2 3 4 4 -

65> ENG EEEE

Laje 11 LX 277.5 LY 310.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX 1.12

KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm

KMX 39.1 MX 9.9 tfcm/m

KMY 48.0 MY 8.0 tfcm/m

KMXNEG 16.83

KMYNEG 18.30

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -21.0

2 E -22.9

3 E -21.0

4 E -22.9

66>

67> L12 -

68> LX 355.0 LY 290.0 -

69> LADOS 1 2 3 4 1 -

70> ENG EAEE

Laje 12 LX 355.0 LY 290.0 H 10 cm

P .574 tf/m2 G .250 tf/m2 LY/LX .82

KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.6 MX 14.5 tfcm/m

KMY 30.1 MY 23.0 tfcm/m

KMXNEG 17.50

KMYNEG 13.71

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -50.6

2 A

3 E -50.6

4 E -39.6

71>

72> L13 -

73> LX 502.5 LY 257.5 -

74> LADOS 1 2 3 2 3 4 -

75> ENG EEEA

Laje 13 LX 502.5 LY 257.5 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 6.2 tfcm/m

KMY 24.0 MY 13.8 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -27.6

2 E -18.9

3 E -27.6

4 A

76>

77> L14 -

78> LX 127.5 LY 435.0 -

79> LADOS 1 2 2 3 4 4 -

80> ENG EAEE

Laje 14 LX 127.5 LY 435.0 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX 3.41

KFLEX .060 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm

KMX 14.2 MX 5.2 tfcm/m

KMY 48.6 MY 1.5 tfcm/m

KMXNEG 8.00

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -6.1

2 A

3 E -6.1

4 E -9.1

81>

82> L15 -

83> LX 320.0 LY 108.9 -

84> LADOS 1 2 3 4 -

85> ENG AEEE

Laje 15 LX 320.0 LY 108.9 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .34

KFLEX .060 Flecha .00 cm Flecha LIM .36 cm Hmin 7 cm

KMX 48.6 MX 1.1 tfcm/m

KMY 14.2 MY 3.8 tfcm/m

KMXNEG 12.00

KMYNEG 8.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -4.4

3 E -6.7

4 E -4.4

86>

87> L16 -

88> LX 127.5 LY 435.0 -

89> LADOS 1 2 2 3 4 4 -

90> ENG EEEA

107

Laje 16 LX 127.5 LY 435.0 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX 3.41

KFLEX .060 Flecha .01 cm Flecha LIM .42 cm Hmin 7 cm

KMX 14.2 MX 5.2 tfcm/m

KMY 48.6 MY 1.5 tfcm/m

KMXNEG 8.00

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -6.1

2 E -9.1

3 E -6.1

4 A

91>

92> L17 -

93> LX 502.5 LY 257.5 -

94> LADOS 1 2 3 4 3 4 -

95> ENG EAEE

Laje 17 LX 502.5 LY 257.5 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 6.2 tfcm/m

KMY 24.0 MY 13.8 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -27.6

2 A

3 E -27.6

4 E -18.9

96>

97> L18 -

98> LX 502.5 LY 257.5 -

99> LADOS 1 2 1 2 3 4 -

100> ENG EEEA

Laje 18 LX 502.5 LY 257.5 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 6.2 tfcm/m

KMY 24.0 MY 13.8 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -27.6

2 E -18.9

3 E -27.6

4 A

101>

102> L19 -

103> LX 502.5 LY 257.5 -

104> LADOS 1 4 1 2 3 4 -

105> ENG EAEE

Laje 19 LX 502.5 LY 257.5 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .51

KFLEX .030 Flecha .03 cm Flecha LIM .86 cm Hmin 7 cm

KMX 53.4 MX 6.2 tfcm/m

KMY 24.0 MY 13.8 tfcm/m

KMXNEG 17.50

KMYNEG 12.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -27.6

2 A

3 E -27.6

4 E -18.9

106>

107> L20 -

108> LX 357.5 LY 290.0 -

109> LADOS 1 2 3 3 4 -

110> ENG EEEA

Laje 20 LX 357.5 LY 290.0 H 10 cm

P .574 tf/m2 G .250 tf/m2 LY/LX .81

KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.7 MX 14.5 tfcm/m

KMY 29.9 MY 23.2 tfcm/m

KMXNEG 17.50

KMYNEG 13.64

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -50.8

2 E -39.6

3 E -50.8

4 A

111>

112> L21 -

113> LX 275.0 LY 310.0 -

114> LADOS 1 2 2 2 3 3 4 4 -

115> ENG EEEE

Laje 21 LX 275.0 LY 310.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX 1.13

KFLEX .018 Flecha .02 cm Flecha LIM .92 cm Hmin 7 cm

KMX 38.5 MX 9.8 tfcm/m

KMY 48.1 MY 7.9 tfcm/m

KMXNEG 16.66

KMYNEG 18.24

108

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -20.7

2 E -22.7

3 E -20.7

4 E -22.7

116>

117> L22 -

118> LX 320.0 LY 99.6 -

119> LADOS 1 2 3 4 -

120> ENG EEAE

Laje 22 LX 320.0 LY 99.6 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .31

KFLEX .060 Flecha .00 cm Flecha LIM .33 cm Hmin 7 cm

KMX 48.6 MX .9 tfcm/m

KMY 14.2 MY 3.1 tfcm/m

KMXNEG 12.00

KMYNEG 8.00

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -5.6

2 E -3.7

3 A

4 E -3.7

121>

122> L23 -

123> LX 277.5 LY 310.0 -

124> LADOS 1 2 2 3 3 4 4 4 -

125> ENG EEEE

Laje 23 LX 277.5 LY 310.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX 1.12

KFLEX .018 Flecha .02 cm Flecha LIM .93 cm Hmin 7 cm

KMX 39.1 MX 9.9 tfcm/m

KMY 48.0 MY 8.0 tfcm/m

KMXNEG 16.83

KMYNEG 18.30

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -21.0

2 E -22.9

3 E -21.0

4 E -22.9

126>

127> L24 -

128> LX 355.0 LY 290.0 -

129> LADOS 1 2 3 4 4 -

130> ENG EAEE

Laje 24 LX 355.0 LY 290.0 H 10 cm

P .574 tf/m2 G .250 tf/m2 LY/LX .82

KFLEX .023 Flecha .06 cm Flecha LIM .97 cm Hmin 7 cm

KMX 47.6 MX 14.5 tfcm/m

KMY 30.1 MY 23.0 tfcm/m

KMXNEG 17.50

KMYNEG 13.71

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -50.6

2 A

3 E -50.6

4 E -39.6

131>

132> L25 -

133> LX 355.0 LY 250.0 -

134> LADOS 1 2 3 4 -

135> ENG AEEA

Laje 25 LX 355.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 8.2 tfcm/m

KMY 21.9 MY 14.3 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -24.9

3 E -31.5

4 A

136>

137> L26 -

138> LX 275.0 LY 250.0 -

139> LADOS 1 2 3 4 -

140> ENG EEEE

Laje 26 LX 275.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 6.5 tfcm/m

KMY 40.0 MY 7.8 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.3

2 E -17.0

3 E -18.3

4 E -17.0

109

141>

142> L27 -

143> LX 320.0 LY 445.0 -

144> LADOS 1 2 2 3 4 4 -

145> ENG AEEE

Laje 27 LX 320.0 LY 445.0 H 11 cm

P .457 tf/m2 G .275 tf/m2 LY/LX 1.39

KFLEX .026 Flecha .06 cm Flecha LIM 1.07 cm Hmin 7 cm

KMX 26.9 MX 27.8 tfcm/m

KMY 48.1 MY 15.6 tfcm/m

KMXNEG 12.74

KMYNEG 17.50

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 E -58.8

3 E -42.8

4 E -58.8

146>

147> L28 -

148> LX 275.0 LY 250.0 -

149> LADOS 1 2 3 4 -

150> ENG EEEE

Laje 28 LX 275.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .91

KFLEX .017 Flecha .01 cm Flecha LIM .83 cm Hmin 7 cm

KMX 47.8 MX 6.5 tfcm/m

KMY 40.0 MY 7.8 tfcm/m

KMXNEG 18.40

KMYNEG 17.10

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 E -18.3

2 E -17.0

3 E -18.3

4 E -17.0

151>

152> L29 -

153> LX 355.0 LY 250.0 -

154> LADOS 1 2 3 4 -

155> ENG AAEE

Laje 29 LX 355.0 LY 250.0 H 10 cm

P .250 tf/m2 G .250 tf/m2 LY/LX .70

KFLEX .042 Flecha .03 cm Flecha LIM .83 cm Hmin 7 cm

KMX 38.3 MX 8.2 tfcm/m

KMY 21.9 MY 14.3 tfcm/m

KMXNEG 12.56

KMYNEG 9.92

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 A

2 A

3 E -31.5

4 E -24.9

156>

157> L30 -

158> LX 275.0 LY 57.5 -

159> LADOS 1 2 3 4 -

160> ENG LAEA

*

***003 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 30 LX 275.0 LY 57.5 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.9 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 L

2 A

3 E -6.4

4 A

161>

162> L31 -

163> LX 275.0 LY 57.5 -

164> LADOS 1 2 3 4 -

165> ENG LAEA

*

***004 AVISO: Laje c/bordo livre: VERIFIQUE momento volvente

Laje 31 LX 275.0 LY 57.5 H 8 cm

P .250 tf/m2 G .200 tf/m2 LY/LX .21

KFLEX 1.100 Flecha .00 cm Flecha LIM .19 cm Hmin 7 cm

KMX 7.8 MX 1.9 tfcm/m

KMY 100.0 MY .1 tfcm/m

KMXNEG .00

KMYNEG 2.32

Apoios Vínculo Mom Neg tfcm/m

(nao compatibilizados)

1 L

2 A

3 E -6.4

4 A

166>

167> FIM

***005 AVISO: Viga 124 Trecho 7 Momento negativo não será compensado

110

***006 AVISO: Verifique o detalhamento de armaduras entre as lajes 14 e 15

***007 AVISO: Viga 125 Trecho 7 Momento negativo não será compensado

***008 AVISO: Verifique o detalhamento de armaduras entre as lajes 15 e 16

Momentos negativos equilibrados, por viga

-----------------------------------------

Viga Trecho Laje esq Mom esq Laje dir Mom dir Mom Equil

tfcm/m tfcm/m tfcm/m

101 1 3 .00

2 1 -6.41 4 -18.27 -14.62

3 5 .00

4 2 -6.41 6 -18.27 -14.62

5 7 .00

102 1 3 -31.50 8 -50.81 -41.16

2 4 -18.27 9 -20.73 -19.50

103 1 6 -18.27 11 -21.04 -19.66

2 7 -31.50 12 -50.56 -41.03

104 1 5 -42.83 10 -4.96 -34.27

105 1 8 -50.81 13 -27.63 -40.65

106 1 12 -50.56 17 -27.63 -40.44

107 1 9 -20.73 13 -27.63 -24.18

2 9 -20.73 14 -6.10 -16.59

3 10 -4.96 15 -6.67 -5.82

4 11 -21.04 16 -6.10 -16.83

5 11 -21.04 17 -27.63 -24.34

108 1 15 .00

109 1 13 -27.63 18 -27.63 -27.63

110 1 17 -27.63 19 -27.63 -27.63

111 1 18 -27.63 21 -20.73 -24.18

2 14 -6.10 21 -20.73 -16.59

112 1 22 .00

113 1 16 -6.10 23 -21.04 -16.83

2 19 -27.63 23 -21.04 -24.34

114 1 18 -27.63 20 -50.81 -40.65

115 1 19 -27.63 24 -50.56 -40.44

116 1 22 -5.58 27 -42.83 -34.27

117 1 20 -50.81 25 -31.50 -41.16

2 21 -20.73 26 -18.27 -19.50

118 1 23 -21.04 28 -18.27 -19.66

2 24 -50.56 29 -31.50 -41.03

119 1 25 .00

2 26 -18.27 30 -6.41 -14.62

3 27 .00

4 28 -18.27 31 -6.41 -14.62

5 29 .00

120 1 25 .00

2 20 .00

3 18 .00

4 13 .00

5 8 .00

6 3 .00

121 1 30 .00

2 25 -24.88 26 -16.98 -20.93

3 20 -39.60 21 -22.69 -31.68

122 1 8 -39.60 9 -22.69 -31.68

2 3 -24.88 4 -16.98 -20.93

3 1 .00

123 1 18 -18.94 14 -9.14 -15.16

2 13 -18.94 14 -9.14 -15.16

124 1 30 .00

2 26 -16.98 27 -58.85 -47.08

3 21 -22.69 27 -58.85 -47.08

4 21 -22.69 22 -3.72 -18.15

5 21 -22.69

6 14 .00

7 14 .00 15 -4.45 -4.45

8 9 -22.69 10 -3.40 -18.15

9 9 -22.69 5 -58.85 -47.08

10 4 -16.98 5 -58.85 -47.08

11 1 .00

125 1 31 .00

2 27 -58.85 28 -16.98 -47.08

3 27 -58.85 23 -22.88 -47.08

4 22 -3.72 23 -22.88 -18.31

5 23 -22.88

6 16 .00

7 15 -4.45 16 .00 -4.45

8 10 -3.40 11 -22.88 -18.31

9 5 -58.85 11 -22.88 -47.08

10 5 -58.85 6 -16.98 -47.08

11 2 .00

126 1 16 -9.14 19 -18.94 -15.16

2 16 -9.14 17 -18.94 -15.16

127 1 31 .00

2 28 -16.98 29 -24.88 -20.93

3 23 -22.88 24 -39.60 -31.68

128 1 11 -22.88 12 -39.60 -31.68

2 6 -16.98 7 -24.88 -20.93

3 2 .00

129 1 29 .00

2 24 .00

3 19 .00

4 17 .00

5 12 .00

6 7 .00

Momentos equilibrados

---------------------

Laje MX MY M1 M2 M3 M4

tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m tfcm/m

1 1.9 .1 -14.6

2 1.9 .1 -14.6

3 10.1 14.3 -41.2 -20.9

4 6.5 9.6 -19.5 -47.1 -14.6 -20.9

5 39.6 19.9 -34.3 -47.1 -47.1

6 6.5 9.6 -19.7 -20.9 -14.6 -47.1

7 10.1 14.3 -41.0 -20.9

8 18.5 33.1 -40.6 -31.7 -41.2

9 12.1 10.6 -24.2 -47.1 -19.5 -31.7

10 1.0 2.5 -5.8 -18.3 -34.3 -18.2

11 12.1 10.8 -24.3 -31.7 -19.7 -47.1

12 18.5 32.8 -40.4 -41.0 -31.7

13 8.1 15.5 -27.6 -15.2 -40.6

14 5.2 1.5 -16.6 -16.6 -15.2

15 1.1 4.2 -4.4 -5.8 -4.4

16 5.2 1.5 -16.8 -15.2 -16.8

17 8.1 15.5 -27.6 -40.4 -15.2

18 8.1 15.5 -40.6 -15.2 -27.6

111

19 8.1 15.5 -40.4 -27.6 -15.2

20 18.5 33.1 -41.2 -31.7 -40.6

21 12.1 10.6 -19.5 -47.1 -24.2 -31.7

22 .9 3.1 -34.3 -18.3 -18.2

23 12.1 10.8 -19.7 -31.7 -24.3 -47.1

24 18.5 32.8 -41.0 -40.4 -31.7

25 10.1 14.3 -20.9 -41.2

26 6.5 9.6 -14.6 -47.1 -19.5 -20.9

27 39.6 19.9 -47.1 -34.3 -47.1

28 6.5 9.6 -14.6 -20.9 -19.7 -47.1

29 10.1 14.3 -41.0 -20.9

30 1.9 .1 -14.6

31 1.9 .1 -14.6

Cisalhamento

------------

Laje Cortante TALWC TALWD TALWU AS OBS

tf kg/cm2 kg/cm2 kg/cm2 cm2/m

1 .20 6.38 .50 .50

2 .20 6.38 .50 .50

3 .49 6.26 .92 .92

4 .32 6.26 .60 .60

5 .78 6.21 1.29 1.29

6 .32 6.26 .60 .60

7 .49 6.26 .91 .92

8 .69 6.26 1.29 1.29

9 .37 6.26 .69 .69

10 .19 6.38 .48 .48

11 .37 6.26 .69 .69

12 .69 6.26 1.29 1.30

13 .51 6.26 .96 .96

14 .26 6.38 .67 .67

15 .22 6.38 .56 .56

16 .26 6.38 .67 .67

17 .51 6.26 .95 .95

18 .51 6.26 .95 .95

19 .51 6.26 .96 .96

20 .69 6.26 1.29 1.29

21 .37 6.26 .69 .69

22 .20 6.38 .52 .52

23 .37 6.26 .69 .69

24 .69 6.26 1.29 1.30

25 .49 6.26 .91 .92

26 .32 6.26 .60 .60

27 .78 6.21 1.28 1.28

28 .32 6.26 .60 .60

29 .49 6.26 .91 .92

30 .20 6.38 .51 .51

31 .20 6.38 .51 .51

Detalhamento

------------

Laje 1 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.9 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 -14.6 1.20 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 2 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.9 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 -14.6 1.20 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 3 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.1 1.50 12 6.3 363 20.0

Y 14.3 1.50 17 6.3 258 20.0

AP 1 -41.2 1.92 6.3 15.0

AP 2 -20.9 1.50 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 4 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.5 1.50 12 6.3 284 20.0

Y 9.6 1.50 13 6.3 259 20.0

AP 1 -19.5 1.50 6.3 20.0

AP 2 -47.1 2.21 6.3 12.5

AP 3 -14.6 1.20 6.3 20.0

AP 4 -20.9 1.50 6.3 20.0

Laje 5 LX= 320.0 LY= 445.0 H=11.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 39.6 1.65 29 6.3 329 15.0

Y 19.9 1.65 21 6.3 453 15.0

AP 1 -34.3 2.27 6.3 12.5

AP 2 -47.1 2.21 6.3 12.5

AP 3 .0 .00 6.3 20.0

AP 4 -47.1 2.21 6.3 12.5

112

Laje 6 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.5 1.50 12 6.3 284 20.0

Y 9.6 1.50 13 6.3 259 20.0

AP 1 -19.7 1.50 6.3 20.0

AP 2 -20.9 1.50 6.3 20.0

AP 3 -14.6 1.20 6.3 20.0

AP 4 -47.1 2.21 6.3 12.5

Laje 7 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.1 1.50 12 6.3 363 20.0

Y 14.3 1.50 17 6.3 258 20.0

AP 1 -41.0 1.91 6.3 15.0

AP 2 .0 .00 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 -20.9 1.50 6.3 20.0

Laje 8 LX= 357.5 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 18.5 1.50 15 6.3 357 20.0

Y 33.1 1.53 18 6.3 290 20.0

AP 1 -40.6 1.89 6.3 15.0

AP 2 -31.7 1.50 6.3 20.0

AP 3 -41.2 1.92 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 9 LX= 275.0 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 12.1 1.50 16 6.3 275 20.0

Y 10.6 1.50 14 6.3 310 20.0

AP 1 -24.2 1.57 6.3 15.0

AP 2 -47.1 3.27 8.0 15.0

AP 3 -19.5 1.50 6.3 20.0

AP 4 -31.7 1.50 6.3 20.0

Laje 10 LX= 320.0 LY= 115.0 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.0 1.20 7 5.0 329 15.0

Y 2.5 1.20 21 5.0 124 15.0

AP 1 -5.8 1.20 6.3 20.0

AP 2 -18.3 1.20 6.3 20.0

AP 3 -34.3 2.27 6.3 12.5

AP 4 -18.2 1.20 6.3 20.0

Laje 11 LX= 277.5 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 12.1 1.50 16 6.3 277 20.0

Y 10.8 1.50 14 6.3 310 20.0

AP 1 -24.3 1.58 6.3 15.0

AP 2 -31.7 1.50 6.3 20.0

AP 3 -19.7 1.50 6.3 20.0

AP 4 -47.1 3.27 8.0 15.0

Laje 12 LX= 355.0 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 18.5 1.50 15 6.3 355 20.0

Y 32.8 1.52 18 6.3 290 20.0

AP 1 -40.4 1.88 6.3 15.0

AP 2 .0 .00 6.3 20.0

AP 3 -41.0 1.91 6.3 15.0

AP 4 -31.7 1.50 6.3 20.0

Laje 13 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 8.1 1.50 13 6.3 502 20.0

Y 15.5 1.50 26 6.3 257 20.0

AP 1 -27.6 1.50 6.3 20.0

AP 2 -15.2 1.20 6.3 20.0

AP 3 -40.6 1.89 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 14 LX= 127.5 LY= 435.0 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 5.2 1.20 28 5.0 136 15.0

Y 1.5 1.20 8 5.0 444 15.0

AP 1 -16.6 1.20 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -16.6 1.20 6.3 20.0

AP 4 -15.2 1.20 6.3 20.0

Laje 15 LX= 320.0 LY= 108.9 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.1 1.20 6 5.0 329 15.0

113

Y 4.2 1.20 21 5.0 117 15.0

AP 1 .0 .00 6.3 20.0

AP 2 -4.4 1.20 6.3 20.0

AP 3 -5.8 1.20 6.3 20.0

AP 4 -4.4 1.20 6.3 20.0

Laje 16 LX= 127.5 LY= 435.0 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 5.2 1.20 28 5.0 136 15.0

Y 1.5 1.20 8 5.0 444 15.0

AP 1 -16.8 1.20 6.3 20.0

AP 2 -15.2 1.20 6.3 20.0

AP 3 -16.8 1.20 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 17 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 8.1 1.50 13 6.3 502 20.0

Y 15.5 1.50 26 6.3 257 20.0

AP 1 -27.6 1.50 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -40.4 1.88 6.3 15.0

AP 4 -15.2 1.20 6.3 20.0

Laje 18 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 8.1 1.50 13 6.3 502 20.0

Y 15.5 1.50 26 6.3 257 20.0

AP 1 -40.6 1.89 6.3 15.0

AP 2 -15.2 1.20 6.3 20.0

AP 3 -27.6 1.50 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 19 LX= 502.5 LY= 257.5 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 8.1 1.50 13 6.3 502 20.0

Y 15.5 1.50 26 6.3 257 20.0

AP 1 -40.4 1.88 6.3 15.0

AP 2 .0 .00 6.3 20.0

AP 3 -27.6 1.50 6.3 20.0

AP 4 -15.2 1.20 6.3 20.0

Laje 20 LX= 357.5 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 18.5 1.50 15 6.3 357 20.0

Y 33.1 1.53 18 6.3 290 20.0

AP 1 -41.2 1.92 6.3 15.0

AP 2 -31.7 1.50 6.3 20.0

AP 3 -40.6 1.89 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 21 LX= 275.0 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 12.1 1.50 16 6.3 275 20.0

Y 10.6 1.50 14 6.3 310 20.0

AP 1 -19.5 1.50 6.3 20.0

AP 2 -47.1 3.27 8.0 15.0

AP 3 -24.2 1.57 6.3 15.0

AP 4 -31.7 1.50 6.3 20.0

Laje 22 LX= 320.0 LY= 99.6 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X .9 1.20 6 5.0 329 15.0

Y 3.1 1.20 21 5.0 108 15.0

AP 1 -34.3 2.27 6.3 12.5

AP 2 -18.3 1.20 6.3 20.0

AP 3 .0 .00 6.3 20.0

AP 4 -18.2 1.20 6.3 20.0

Laje 23 LX= 277.5 LY= 310.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 12.1 1.50 16 6.3 277 20.0

Y 10.8 1.50 14 6.3 310 20.0

AP 1 -19.7 1.50 6.3 20.0

AP 2 -31.7 1.50 6.3 20.0

AP 3 -24.3 1.58 6.3 15.0

AP 4 -47.1 3.27 8.0 15.0

Laje 24 LX= 355.0 LY= 290.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 18.5 1.50 15 6.3 355 20.0

Y 32.8 1.52 18 6.3 290 20.0

AP 1 -41.0 1.91 6.3 15.0

AP 2 .0 .00 6.3 20.0

AP 3 -40.4 1.88 6.3 15.0

AP 4 -31.7 1.50 6.3 20.0

114

Laje 25 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.1 1.50 12 6.3 363 20.0

Y 14.3 1.50 17 6.3 258 20.0

AP 1 .0 .00 6.3 20.0

AP 2 -20.9 1.50 6.3 20.0

AP 3 -41.2 1.92 6.3 15.0

AP 4 .0 .00 6.3 20.0

Laje 26 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.5 1.50 12 6.3 284 20.0

Y 9.6 1.50 13 6.3 259 20.0

AP 1 -14.6 1.20 6.3 20.0

AP 2 -47.1 2.21 6.3 12.5

AP 3 -19.5 1.50 6.3 20.0

AP 4 -20.9 1.50 6.3 20.0

Laje 27 LX= 320.0 LY= 445.0 H=11.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 39.6 1.65 29 6.3 329 15.0

Y 19.9 1.65 21 6.3 453 15.0

AP 1 .0 .00 6.3 20.0

AP 2 -47.1 2.21 6.3 12.5

AP 3 -34.3 2.27 6.3 12.5

AP 4 -47.1 2.21 6.3 12.5

Laje 28 LX= 275.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 6.5 1.50 12 6.3 284 20.0

Y 9.6 1.50 13 6.3 259 20.0

AP 1 -14.6 1.20 6.3 20.0

AP 2 -20.9 1.50 6.3 20.0

AP 3 -19.7 1.50 6.3 20.0

AP 4 -47.1 2.21 6.3 12.5

Laje 29 LX= 355.0 LY= 250.0 H=10.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 10.1 1.50 12 6.3 363 20.0

Y 14.3 1.50 17 6.3 258 20.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -41.0 1.91 6.3 15.0

AP 4 -20.9 1.50 6.3 20.0

Laje 30 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.9 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -14.6 1.20 6.3 20.0

AP 4 .0 .00 6.3 20.0

Laje 31 LX= 275.0 LY= 57.5 H= 8.

Armad Momen AS N.Fer Bit Compr Espac

tfcm/m cm2 mm cm cm

X 1.9 1.20 4 5.0 283 15.0

Y .1 1.20 18 5.0 59 15.0

AP 1 .0 .00 6.3 20.0

AP 2 .0 .00 6.3 20.0

AP 3 -14.6 1.20 6.3 20.0

AP 4 .0 .00 6.3 20.0

Comprimentos dos ferros negativos

---------------------------------

Viga Trecho Laje esq Cmpr esq Laje dir Cmpr dir

cm cm

101 1 3 62.

2 1 58. 4 62.

3 5 80.

4 2 58. 6 62.

5 7 62.

102 1 3 72. 8 72.

2 4 68. 9 68.

103 1 6 69. 11 69.

2 7 72. 12 72.

104 1 5 80. 10 80.

105 1 8 72. 13 72.

106 1 12 72. 17 72.

107 1 9 72. 13 72.

2 9 68. 14 68.

3 10 28. 15 28.

4 11 69. 16 69.

5 11 72. 17 72.

108 1 15 27.

109 1 13 64. 18 64.

110 1 17 64. 19 64.

111 1 18 72. 21 72.

2 14 68. 21 68.

112 1 22 24.

113 1 16 69. 23 69.

2 19 72. 23 72.

115

114 1 18 72. 20 72.

115 1 19 72. 24 72.

116 1 22 80. 27 80.

117 1 20 72. 25 72.

2 21 68. 26 68.

118 1 23 69. 28 69.

2 24 72. 29 72.

119 1 25 62.

2 26 62. 30 58.

3 27 80.

4 28 62. 31 58.

5 29 62.

120 1 25 62.

2 20 72.

3 18 64.

4 13 64.

5 8 72.

6 3 62.

121 1 30 14.

2 25 62. 26 62.

3 20 72. 21 72.

122 1 8 72. 9 72.

2 3 62. 4 62.

3 1 14.

123 1 18 64. 14 64.

2 13 64. 14 64.

124 1 30 14.

2 26 80. 27 80.

3 21 80. 27 80.

4 21 80. 22 80.

5 21 80.

6 14 31.

7 14 31. 15 31.

8 9 80. 10 80.

9 9 80. 5 80.

10 4 80. 5 80.

11 1 14.

125 1 31 14.

2 27 80. 28 80.

3 27 80. 23 80.

4 22 80. 23 80.

5 23 80.

6 16 31.

7 15 31. 16 31.

8 10 80. 11 80.

9 5 80. 11 80.

10 5 80. 6 80.

11 2 14.

126 1 16 64. 19 64.

2 16 64. 17 64.

127 1 31 14.

2 28 62. 29 62.

3 23 72. 24 72.

128 1 11 72. 12 72.

2 6 62. 7 62.

3 2 14.

129 1 29 62.

2 24 72.

3 19 64.

4 17 64.

5 12 72.

6 7 62.

3.2.3 Pilares

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA LISPIL - Listagem dos resultados -P-A-S- por pil (V11 ) Pg 1

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300

T Q S Projeto: 0001 - GRUPO 12 14/01/16

CAD/Pilar TQS 18:29:50

-----------------------------------------------------------------------------------------------------------------------------------

ESFORCOS FINAIS DE CALCULO OBS:**** Lambda > limite LAMB= Indice de Esbeltez LAMBDA

-------------------------- : T Esforcos no TOPO LE = Comprimento de Flambagem LE

(Momentos Vetoriais no Sistema Local) : M Esf. no pto MEDIO VC = Forca Normal Inicial Calculo

: B Esforcos na BASE Cmaj= Coef.Majoracao da VC p/DIMENS.COMPRESSAO

Vd = Forca Normal Final Calculo : N Majoracao da VC com ni < 0.7

Mdx = Mom.Final Calculo direcao x MCx = Mom.Inic. Calculo direcao x M2x = Mom.Segunda Ordem direcao x

Mdy = Mom.Final Calculo direcao y MCy = Mom.Inic. Calculo direcao y M2y = Mom.Segunda Ordem direcao y

M1x = Mom.PrimeiraOrdem direcao x MOx = Mom.Obliquo antes da Normaliz.

M1y = Mom.PrimeiraOrdem direcao y MOy = Mom.Obliquo antes da Normaliz.

PILAR:P1 num. 1 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 4.3 19.7 -160.6 | | T 20. -161. 20. -161. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -24.5 199.4 | | B -25. 199. -25. 199. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 19.5 -209.4 | | T 19. -209. 19. -209. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 -10.5 -83.8 | | M -10. -84. -10. -84. 57. 61. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 -24.2 200.6 | | B -24. 201. -24. 201. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 20.0 -111.6 | | T 20. -112. 20. -112. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 -24.8 198.0 | | B -25. 198. -25. 198. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 -29.0 -151.5 | | T -29. -151. -29. -151. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 -29.0 69.2 | | M -19. 69. -19. 69. 57. 43. -8. 0. 0. 0. 4. 1.000

|L 3 4.1 8.4 174.6 | | B 4. 175. 8. 175. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.6 67.8 -167.3 | | T 68. -167. 68. -167. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 27.1 89.7 | | M 27. 90. 27. 90. 57. 72. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -53.1 224.1 | | B -53. 224. -53. 224. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 19.0 -242.2 | | T 19. -242. 19. -242. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -10.4 -96.9 | | M -10. -97. -10. -97. 57. 60. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -23.7 197.7 | | B -24. 198. -24. 198. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.0 20.0 -79.1 | | T 20. -79. 20. -79. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 -24.8 193.1 | | B -25. 193. -25. 193. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.9 -60.9 -147.1 | | T -61. -147. -61. -147. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.9 -30.3 61.1 | | M -30. 61. -30. 61. 57. 61. 0. 0. 0. 0. 4. 1.000

|L 3 3.9 23.7 152.7 | | B 24. 153. 24. 153. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.7 99.4 -171.9 | | T 99. -172. 99. -172. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.7 39.8 94.6 | | M 40. 95. 40. 95. 57. 76. 0. 0. 0. 0. 5. 1.000

|L 3 4.7 -71.7 236.6 | | B -72. 237. -72. 237. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.1 -28.1 -153.9 | | T -28. -154. -28. -154. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 -28.1 69.8 | | M -19. 70. -19. 70. 57. 42. -8. 0. 0. 0. 4. 1.000

|L 3 3.9 -60.1 -149.4 | | T -60. -149. -60. -149. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.9 -30.1 61.7 | | M -30. 62. -30. 62. 57. 60. 0. 0. 0. 0. 4. 1.000

116

|L 3 3.9 23.0 154.3 | | B 23. 154. 23. 154. 0. 0. 0. 0. 0. 0. 4. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 12.3 25.6 -229.7 | | T 23. -230. 26. -230. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.3 45.4 -91.9 | | M 23. -92. 26. -92. 57. 35. 20. 0. 0. 0. 12. 1.000

|L 2 12.3 -25.6 192.5 | | B -19. 193. -26. 193. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.9 26.6 -313.2 | | T 23. -313. 27. -313. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.8 47.1 -128.1 | | M 22. -128. 27. -128. 57. 35. 21. 0. 0. 0. 13. 1.000

|L 2 12.9 -26.6 188.2 | | B -19. 188. -27. 188. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 11.8 24.5 -146.4 | | T 23. -146. 24. -146. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.8 43.5 78.7 | | M 23. 79. 24. 79. 57. 35. 19. 0. 0. 0. 12. 1.000

|L 2 11.8 -24.5 196.8 | | B -20. 197. -24. 197. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.6 -55.9 -261.2 | | T -56. -261. -56. -261. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.6 -55.9 -104.5 | | M -33. -104. -33. -104. 57. 46. -21. 0. 0. 0. 12. 1.000

|L 2 11.6 26.2 230.4 | | B 26. 230. 26. 230. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 13.1 101.2 -197.1 | | T 101. -197. 101. -197. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.1 -64.5 153.0 | | B -65. 153. -65. 153. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.1 27.0 -363.0 | | T 22. -363. 27. -363. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.1 -27.0 180.0 | | B -18. 180. -27. 180. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 11.3 23.5 -85.0 | | T 23. -85. 23. -85. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 11.3 41.6 96.4 | | M 23. 96. 23. 96. 57. 35. 18. 0. 0. 0. 11. 1.000

|L 2 11.3 -23.5 194.6 | | B -19. 195. -23. 195. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 10.9 -108.4 -277.2 | | T -108. -277. -108. -277. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 10.9 56.7 251.4 | | B 57. 251. 57. 251. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 13.4 152.6 -169.7 | | T 153. -170. 153. -170. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.4 -94.1 121.5 | | B -94. 122. -94. 122. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.9 47.3 -128.1 | | M 23. -128. 27. -128. 57. 35. 21. 0. 0. 0. 13. 1.000

|L 2 11.6 -55.3 -262.2 | | T -55. -262. -55. -262. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.6 25.8 231.8 | | B 26. 232. 26. 232. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 10.9 -107.8 -278.0 | | T -108. -278. -108. -278. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 10.9 56.3 252.8 | | B 56. 253. 56. 253. 0. 0. 0. 0. 0. 0. 11. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 20.1 41.6 -190.5 | | T 27. -191. 42. -191. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.1 -87.3 -76.6 | | M -34. -77. -42. -77. 66. 36. -46. 0. 0. 0. 20. 1.000

|L 1 20.1 -46.6 154.7 | | B -47. 155. -47. 155. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 21.1 43.8 -328.3 | | T 26. -328. 44. -328. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 21.1 -91.9 -131.3 | | M -35. -131. -44. -131. 66. 35. -48. 0. 0. 0. 21. 1.000

|L 1 21.1 -46.2 273.7 | | B -46. 274. -46. 274. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 19.1 39.5 -57.2 | | T 27. -53. 39. -57. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 19.1 -82.8 -57.2 | | M -33. -53. -39. -57. 66. 37. -43. 0. 0. 0. 19. 1.000

|L 1 19.1 -46.9 57.2 | | B -47. 36. -47. 57. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 18.2 -77.6 -116.8 | | T -78. -117. -78. -117. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 18.2 112.0 58.3 | | M 51. 58. 51. 58. 66. 59. 45. 0. 0. 0. 18. 1.000

|L 1 18.2 112.0 138.5 | | B 112. 138. 112. 138. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 21.9 131.5 -264.6 | | T 131. -265. 131. -265. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 21.9 -205.8 -116.7 | | M -89. -117. -89. -117. 66. 64. -60. 0. 0. 0. 22. 1.000

|L 1 21.9 -205.8 170.8 | | B -206. 171. -206. 171. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 21.6 44.6 -417.2 | | T 26. -417. 45. -417. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 21.6 -93.6 -166.9 | | M -35. -167. -45. -167. 66. 35. -49. 0. 0. 0. 22. 1.000

|L 1 21.6 -45.8 353.1 | | B -46. 353. -46. 353. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 18.0 37.3 54.1 | | T 27. 42. 37. 54. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 18.1 -78.5 -54.2 | | M -32. -44. -37. -54. 66. 38. -41. 0. 0. 0. 18. 1.000

|L 1 16.8 -147.1 -64.7 | | T -147. -65. -147. -65. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 16.8 217.7 127.8 | | B 218. 128. 218. 128. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 22.8 200.6 -310.7 | | T 201. -311. 201. -311. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 22.8 -125.4 -141.1 | | M -125. -141. -125. -141. 66. 71. 0. 0. 0. 0. 23. 1.000

|L 1 22.8 -311.2 181.6 | | B -311. 182. -311. 182. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 18.3 -77.3 -116.9 | | T -77. -117. -77. -117. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 18.3 111.9 138.6 | | B 112. 139. 112. 139. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 16.8 -147.0 -64.8 | | T -147. -65. -147. -65. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 16.8 217.6 128.0 | | B 218. 128. 218. 128. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 22.8 -125.4 -141.1 | | M -125. -141. -125. -141. 66. 71. 0. 0. 0. 0. 23. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P2 num. 2 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 9.1 -18.8 -423.9 | | T -9. -424. -19. -424. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 52.2 460.3 | | B 52. 460. 52. 460. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 18.8 478.1 | | B 11. 478. 19. 478. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 -19.3 -482.0 | | T -9. -482. -19. -482. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 34.2 194.9 | | M 11. 195. 19. 195. 57. 35. 15. 0. 0. 0. 9. 1.000

|L 3 9.3 19.3 487.2 | | B 11. 487. 19. 487. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 -18.3 -365.8 | | T -9. -366. -18. -366. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 32.5 187.5 | | M 11. 188. 18. 188. 57. 35. 14. 0. 0. 0. 9. 1.000

|L 3 8.8 18.3 468.9 | | B 11. 469. 18. 469. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -64.4 -418.0 | | T -64. -418. -64. -418. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 -57.3 498.1 | | B -57. 498. -57. 498. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 84.7 -435.0 | | T 85. -435. 85. -435. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.5 -19.6 -520.2 | | T -9. -520. -20. -520. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.5 34.8 -208.1 | | M 11. -208. 20. -208. 57. 35. 15. 0. 0. 0. 9. 1.000

|L 3 9.5 19.6 481.6 | | B 11. 482. 20. 482. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 -18.0 -326.6 | | T -9. -327. -18. -327. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 31.9 180.4 | | M 11. 180. 18. 180. 57. 35. 14. 0. 0. 0. 9. 1.000

|L 3 8.7 18.0 450.9 | | B 11. 451. 18. 451. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -101.6 -413.7 | | T -102. -414. -102. -414. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -40.7 174.7 | | M -41. 175. -41. 175. 57. 70. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 79.2 436.8 | | B 79. 437. 79. 437. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -18.7 -425.6 | | T -9. -426. -19. -426. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 18.7 480.1 | | B 11. 480. 19. 480. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 -19.2 -483.7 | | T -9. -484. -19. -484. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 34.1 195.7 | | M 11. 196. 19. 196. 57. 35. 15. 0. 0. 0. 9. 1.000

|L 3 9.3 19.2 489.2 | | B 11. 489. 19. 489. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 -18.3 -367.5 | | T -8. -368. -18. -368. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 32.4 188.3 | | M 11. 188. 18. 188. 57. 35. 14. 0. 0. 0. 9. 1.000

|L 3 8.8 18.3 470.8 | | B 11. 471. 18. 471. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -64.3 -419.9 | | T -64. -420. -64. -420. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 52.1 462.3 | | B 52. 462. 52. 462. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -29.8 498.0 | | B -30. 498. -30. 498. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.4 -19.6 -521.9 | | T -9. -522. -20. -522. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.4 34.7 -208.8 | | M 11. -209. 20. -209. 57. 35. 15. 0. 0. 0. 9. 1.000

|L 3 9.4 19.6 483.6 | | B 11. 484. 20. 484. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 -17.9 -328.3 | | T -8. -328. -18. -328. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 31.9 181.2 | | M 11. 181. 18. 181. 57. 35. 14. 0. 0. 0. 9. 1.000

|L 3 8.7 17.9 453.0 | | B 11. 453. 18. 453. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -101.4 -415.4 | | T -101. -415. -101. -415. 0. 0. 0. 0. 0. 0. 9. 1.000

117

|L 3 9.1 79.1 438.8 | | B 79. 439. 79. 439. 0. 0. 0. 0. 0. 0. 9. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 25.1 -102.1 -321.0 | | T -102. -321. -102. -321. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.0 -92.0 -193.0 | | M -11. -193. -52. -193. 57. 35. -40. 0. 0. 0. 25. 1.000

|L 2 25.1 58.2 76.3 | | B 58. 76. 58. 76. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.7 -53.1 -391.6 | | T -11. -392. -53. -392. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 25.7 -94.3 -247.0 | | M -11. -247. -53. -247. 57. 35. -41. 0. 0. 0. 26. 1.000

|L 2 25.7 53.1 77.0 | | B 5. 47. 53. 77. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 24.7 -162.5 -321.4 | | T -163. -321. -163. -321. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 24.7 -162.5 -185.9 | | M -80. -186. -80. -186. 57. 55. -46. 0. 0. 0. 25. 1.000

|L 2 24.7 94.1 91.4 | | B 94. 91. 94. 91. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.1 -102.1 -192.2 | | M -59. -192. -59. -192. 57. 46. -42. 0. 0. 0. 25. 1.000

|L 2 25.0 80.8 -282.2 | | T 81. -282. 81. -282. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.0 91.8 -193.7 | | M 49. -194. 52. -194. 57. 43. 40. 0. 0. 0. 25. 1.000

|L 2 25.0 -51.7 75.0 | | B -50. 14. -52. 75. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.6 -53.1 -439.3 | | T -11. -439. -53. -439. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 25.6 -94.2 -276.4 | | M -11. -276. -53. -276. 57. 35. -41. 0. 0. 0. 26. 1.000

|L 2 23.6 -48.8 -140.0 | | T -10. -140. -49. -140. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 23.6 -86.7 -96.4 | | M -10. -96. -49. -96. 57. 35. -38. 0. 0. 0. 24. 1.000

|L 2 23.6 48.8 70.8 | | B 4. 40. 49. 71. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 24.7 -162.8 -321.9 | | T -163. -322. -163. -322. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 24.7 -162.8 -185.1 | | M -80. -185. -80. -185. 57. 55. -46. 0. 0. 0. 25. 1.000

|L 2 24.7 94.2 94.2 | | B 94. 94. 94. 94. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 24.5 141.8 -257.2 | | T 142. -257. 142. -257. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 24.4 -89.6 -139.8 | | M -11. -140. -50. -140. 57. 35. -39. 0. 0. 0. 24. 1.000

|L 2 25.0 81.1 -281.8 | | T 81. -282. 81. -282. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.0 91.7 -194.6 | | M 49. -195. 52. -195. 57. 43. 40. 0. 0. 0. 25. 1.000

|L 2 25.6 -94.1 -277.2 | | M -11. -277. -53. -277. 57. 35. -41. 0. 0. 0. 26. 1.000

|L 2 23.6 -86.6 -97.2 | | M -10. -97. -49. -97. 57. 35. -38. 0. 0. 0. 24. 1.000

|L 2 24.5 142.0 -256.8 | | T 142. -257. 142. -257. 0. 0. 0. 0. 0. 0. 25. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 34.0 -142.8 106.7 | | T -143. 107. -143. 107. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 34.0 147.6 101.9 | | M 13. 66. 70. 102. 66. 35. 77. 0. 0. 0. 34. 1.000

|L 1 34.0 70.3 -101.9 | | B 13. -34. 70. -102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 35.6 -73.7 -185.2 | | T -10. -185. -74. -185. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 35.6 154.6 106.8 | | M 14. 87. 74. 107. 66. 35. 81. 0. 0. 0. 36. 1.000

|L 1 32.6 -67.5 215.7 | | T -9. 216. -68. 216. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.6 141.7 99.8 | | M 12. 100. 68. 100. 66. 35. 74. 0. 0. 0. 33. 1.000

|L 1 32.6 67.5 -171.9 | | B 12. -172. 68. -172. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 34.0 227.1 101.9 | | M 107. 82. 107. 102. 66. 57. 87. 0. 0. 0. 34. 1.000

|L 1 34.0 227.1 -101.9 | | B 227. -58. 227. -102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 34.0 125.0 101.9 | | T 125. 26. 125. 102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 34.0 -202.3 101.9 | | M -100. 26. -100. 102. 66. 55. -85. 0. 0. 0. 34. 1.000

|L 1 34.0 -202.3 -101.9 | | B -202. -10. -202. -102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 35.6 73.7 197.3 | | B 14. 197. 74. 197. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 31.1 -64.4 313.2 | | T -8. 313. -64. 313. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.1 135.1 125.3 | | M 12. 125. 64. 125. 66. 35. 71. 0. 0. 0. 31. 1.000

|L 1 31.1 64.4 -263.2 | | B 12. -263. 64. -263. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 33.3 -231.8 131.2 | | T -232. 131. -232. 131. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.3 156.9 100.0 | | M 157. 90. 157. 100. 66. 66. 0. 0. 0. 0. 33. 1.000

|L 1 33.3 370.0 -100.0 | | B 370. -73. 370. -100. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.3 214.2 -100.0 | | T 214. -3. 214. -100. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.3 -345.0 100.0 | | B -345. 7. -345. 100. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 35.2 -72.9 -105.7 | | T -10. -80. -73. -106. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 35.2 153.0 105.7 | | M 14. 104. 73. 106. 66. 35. 80. 0. 0. 0. 35. 1.000

|L 1 32.5 -67.3 219.0 | | T -8. 219. -67. 219. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.5 141.3 101.5 | | M 12. 101. 67. 101. 66. 35. 74. 0. 0. 0. 33. 1.000

|L 1 32.5 67.3 -172.3 | | B 12. -172. 67. -172. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.9 -142.7 109.8 | | T -143. 110. -143. 110. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.9 -202.3 101.6 | | M -99. 29. -99. 102. 66. 55. -85. 0. 0. 0. 34. 1.000

|L 1 31.0 -64.2 316.3 | | T -8. 316. -64. 316. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.0 134.6 126.5 | | M 12. 127. 64. 127. 66. 35. 70. 0. 0. 0. 31. 1.000

|L 1 31.0 64.2 -263.6 | | B 12. -264. 64. -264. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 33.2 -231.7 134.4 | | T -232. 134. -232. 134. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.2 214.3 99.7 | | T 214. 0. 214. 100. 0. 0. 0. 0. 0. 0. 33. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P3 num. 3 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 7.9 -16.5 -325.9 | | T -2. -326. -16. -326. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 -56.7 -324.2 | | T -57. -324. -57. -324. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 16.5 316.3 | | B 1. 316. 16. 316. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.2 -16.9 -383.0 | | T -2. -383. -17. -383. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.2 -30.0 -153.2 | | M -2. -153. -17. -153. 57. 35. -13. 0. 0. 0. 8. 1.000

|L 3 8.2 16.9 331.0 | | B 1. 331. 17. 331. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 -16.0 -268.7 | | T -2. -269. -16. -269. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 -28.4 120.5 | | M -2. 121. -16. 121. 57. 35. -12. 0. 0. 0. 8. 1.000

|L 3 7.7 16.0 301.3 | | B 1. 301. 16. 301. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 40.0 309.8 | | B 40. 310. 40. 310. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 89.6 -321.6 | | T 90. -322. 90. -322. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 -65.4 318.2 | | B -65. 318. -65. 318. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.3 -17.2 -420.8 | | T -2. -421. -17. -421. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.3 -30.5 -168.3 | | M -2. -168. -17. -168. 57. 35. -13. 0. 0. 0. 8. 1.000

|L 3 8.3 17.2 332.1 | | B 1. 332. 17. 332. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 -15.7 -230.2 | | T -2. -230. -16. -230. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.5 27.7 109.9 | | M 0. 110. 16. 110. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.6 15.7 282.5 | | B 0. 283. 16. 283. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 -93.1 -322.8 | | T -93. -323. -93. -323. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 66.1 296.8 | | B 66. 297. 66. 297. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 -65.7 310.5 | | B -66. 311. -66. 311. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 89.2 -328.3 | | T 89. -328. 89. -328. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 -38.9 322.7 | | B -39. 323. -39. 323. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 -27.9 113.0 | | M -2. 113. -16. 113. 57. 35. -12. 0. 0. 0. 8. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 21.9 45.2 -165.5 | | T 0. -165. 45. -165. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.0 -88.6 -172.1 | | T -89. -172. -89. -172. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.9 -45.2 65.6 | | B -3. 2. -45. 66. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.6 46.7 -363.9 | | T 0. -364. 47. -364. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.7 -83.2 -206.8 | | M -1. -207. -47. -207. 57. 35. -36. 0. 0. 0. 23. 1.000

118

|L 2 22.6 -46.7 67.7 | | B -1. 61. -47. 68. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 21.1 149.2 -144.5 | | T 149. -144. 149. -144. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.1 -88.5 -63.4 | | B -88. -12. -88. -63. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 22.0 -89.0 -124.8 | | M -52. -125. -52. -125. 57. 45. -37. 0. 0. 0. 22. 1.000

|L 2 22.0 48.4 66.0 | | B 48. 12. 48. 66. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.6 89.7 -157.6 | | T 90. -158. 90. -158. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.7 -147.7 -167.6 | | T -148. -168. -148. -168. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.6 82.9 -203.7 | | M 0. -204. 47. -204. 57. 35. 36. 0. 0. 0. 23. 1.000

|L 2 22.6 46.7 104.3 | | B 0. 104. 47. 104. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 20.3 41.9 60.8 | | T 2. 51. 42. 61. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.3 -74.5 -63.1 | | M -5. -63. -42. -63. 57. 35. -33. 0. 0. 0. 20. 1.000

|L 2 20.3 -41.9 -98.8 | | B -5. -99. -42. -99. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 21.7 -147.7 -119.6 | | M -74. -120. -74. -120. 57. 55. -41. 0. 0. 0. 22. 1.000

|L 2 21.7 82.3 65.1 | | B 82. 17. 82. 65. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.6 46.7 -290.5 | | T 0. -290. 47. -290. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 21.2 -88.3 -63.7 | | B -88. -18. -88. -64. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.7 89.6 -159.0 | | T 90. -159. 90. -159. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.7 -46.9 -365.1 | | T -1. -365. -47. -365. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.7 46.9 98.6 | | B 0. 99. 47. 99. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 21.2 149.1 -145.7 | | T 149. -146. 149. -146. 0. 0. 0. 0. 0. 0. 21. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 31.2 191.1 93.5 | | M 92. 52. 92. 94. 66. 56. 78. 0. 0. 0. 31. 1.000

|L 1 30.9 -134.2 92.7 | | M -15. 37. -64. 93. 66. 35. -70. 0. 0. 0. 31. 1.000

|L 1 30.9 -64.0 -92.7 | | B -15. -21. -64. -93. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 33.6 69.6 -187.6 | | T 4. -188. 70. -188. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.6 -146.0 100.9 | | M -14. 86. -70. 101. 66. 35. -76. 0. 0. 0. 34. 1.000

|L 1 33.6 -69.6 200.3 | | B -14. 200. -70. 200. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 28.2 58.3 260.7 | | T 8. 261. 58. 261. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 28.2 -122.4 104.3 | | M -17. 104. -58. 104. 66. 35. -64. 0. 0. 0. 28. 1.000

|L 1 28.2 -58.3 -241.9 | | B -17. -242. -58. -242. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 31.2 -122.4 93.5 | | T -122. 52. -122. 94. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.2 191.1 -93.5 | | B 191. -31. 191. -94. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 30.7 139.5 92.2 | | M 139. 61. 139. 92. 66. 66. 0. 0. 0. 0. 31. 1.000

|L 1 30.6 -222.7 91.9 | | M -105. 21. -105. 92. 66. 58. -80. 0. 0. 0. 31. 1.000

|L 1 30.6 -222.7 -91.9 | | B -223. -11. -223. -92. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 34.8 72.1 -338.8 | | T 3. -339. 72. -339. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 34.8 -151.2 139.4 | | M -13. 139. -72. 139. 66. 35. -79. 0. 0. 0. 35. 1.000

|L 1 34.8 -72.1 348.6 | | B -13. 349. -72. 349. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 25.8 53.3 408.4 | | T 9. 408. 53. 408. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 25.8 -111.9 163.4 | | M -18. 163. -53. 163. 66. 35. -59. 0. 0. 0. 26. 1.000

|L 1 25.8 -53.3 -388.5 | | B -18. -389. -53. -389. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 30.7 -208.0 92.2 | | T -208. 61. -208. 92. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 30.7 328.7 -92.2 | | B 329. -37. 329. -92. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 29.8 221.2 89.5 | | T 221. 9. 221. 89. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 29.8 -152.4 89.5 | | M -152. 9. -152. 89. 66. 67. 0. 0. 0. 0. 30. 1.000

|L 1 29.8 -360.4 -89.5 | | B -360. -3. -360. -89. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 30.9 63.9 92.6 | | T 6. 43. 64. 93. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 28.1 58.2 267.4 | | T 8. 267. 58. 267. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 28.1 -122.2 107.0 | | M -17. 107. -58. 107. 66. 35. -64. 0. 0. 0. 28. 1.000

|L 1 28.1 -58.2 -242.8 | | B -17. -243. -58. -243. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 30.6 -222.9 91.7 | | M -105. 27. -105. 92. 66. 58. -80. 0. 0. 0. 31. 1.000

|L 1 30.6 -222.9 -91.7 | | B -223. -12. -223. -92. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 25.7 53.2 415.1 | | T 10. 415. 53. 415. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 25.7 -111.7 166.0 | | M -18. 166. -53. 166. 66. 35. -58. 0. 0. 0. 26. 1.000

|L 1 25.7 -53.2 -389.3 | | B -18. -389. -53. -389. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 30.7 139.5 92.1 | | M 139. 68. 139. 92. 66. 66. 0. 0. 0. 0. 31. 1.000

|L 1 29.8 221.3 89.3 | | T 221. 15. 221. 89. 0. 0. 0. 0. 0. 0. 30. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P4 num. 4 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 7.9 -93.8 -320.5 | | T -94. -320. -94. -320. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 52.2 -322.4 | | T 52. -322. 52. -322. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 69.3 317.8 | | B 69. 318. 69. 318. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.2 -16.9 -381.6 | | T -3. -382. -17. -382. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.2 30.0 -152.7 | | M 4. -153. 17. -153. 57. 35. 13. 0. 0. 0. 8. 1.000

|L 3 8.2 16.9 329.7 | | B 4. 330. 17. 330. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 -16.0 -267.0 | | T -2. -267. -16. -267. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 28.4 120.0 | | M 4. 120. 16. 120. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.7 16.0 299.9 | | B 4. 300. 16. 300. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 -35.7 307.9 | | B -36. 308. -36. 308. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.3 -17.2 -419.4 | | T -4. -419. -17. -419. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.3 30.5 -167.8 | | M 4. -168. 17. -168. 57. 35. 13. 0. 0. 0. 8. 1.000

|L 3 8.3 17.2 330.8 | | B 4. 331. 17. 331. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 -15.7 -228.3 | | T -2. -228. -16. -228. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 27.9 112.5 | | M 3. 113. 16. 113. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.6 15.7 281.3 | | B 3. 281. 16. 281. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 69.4 310.2 | | B 69. 310. 69. 310. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 88.6 -320.7 | | T 89. -321. 89. -321. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 -61.9 294.6 | | B -62. 295. -62. 295. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 -93.7 -327.2 | | T -94. -327. -94. -327. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.9 43.1 321.9 | | B 43. 322. 43. 322. 0. 0. 0. 0. 0. 0. 8. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 21.9 -45.3 -163.8 | | T -4. -164. -45. -164. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.6 -93.5 -155.3 | | T -94. -155. -94. -155. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.9 45.3 65.6 | | B 1. 3. 45. 66. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.7 -46.9 -364.0 | | T -6. -364. -47. -364. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.7 -83.3 -205.5 | | M -6. -206. -47. -206. 57. 35. -36. 0. 0. 0. 23. 1.000

|L 2 22.6 46.7 106.0 | | B 4. 106. 47. 106. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 21.1 -152.9 -141.8 | | T -153. -142. -153. -142. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.6 -93.5 -119.1 | | M -53. -119. -53. -119. 57. 47. -37. 0. 0. 0. 22. 1.000

|L 2 21.7 144.1 -167.2 | | T 144. -167. 144. -167. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.0 84.8 -171.1 | | T 85. -171. 85. -171. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.0 85.2 -122.8 | | M 49. -123. 49. -123. 57. 46. 36. 0. 0. 0. 22. 1.000

|L 2 22.0 -50.5 66.0 | | B -51. 16. -51. 66. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 20.3 -42.0 60.8 | | T -3. 53. -42. 61. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.3 -74.5 -61.6 | | M -3. -62. -42. -62. 57. 35. -33. 0. 0. 0. 20. 1.000

|L 2 20.3 -42.0 -97.7 | | B -2. -98. -42. -98. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 21.1 -152.9 -110.5 | | M -75. -110. -75. -110. 57. 56. -41. 0. 0. 0. 21. 1.000

|L 2 21.1 86.5 -63.4 | | B 87. -14. 87. -63. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.7 -84.6 65.1 | | B -85. 22. -85. 65. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.7 -93.4 -156.7 | | T -93. -157. -93. -157. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.6 -46.8 -289.1 | | T -5. -289. -47. -289. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.6 -83.0 -175.6 | | M -5. -176. -47. -176. 57. 35. -36. 0. 0. 0. 23. 1.000

119

|L 2 22.7 46.9 100.2 | | B 4. 100. 47. 100. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 21.2 -152.6 -143.1 | | T -153. -143. -153. -143. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.2 86.2 -63.7 | | B 86. -20. 86. -64. 0. 0. 0. 0. 0. 0. 21. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 31.2 -200.9 93.6 | | M -97. 55. -97. 94. 66. 56. -80. 0. 0. 0. 31. 1.000

|L 1 30.9 134.3 92.7 | | M 6. 40. 64. 93. 66. 35. 70. 0. 0. 0. 31. 1.000

|L 1 30.9 64.0 -92.7 | | B 6. -23. 64. -93. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 33.6 -69.6 -184.8 | | T -7. -185. -70. -185. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.6 -146.1 100.9 | | M -7. 85. -70. 101. 66. 35. -76. 0. 0. 0. 34. 1.000

|L 1 33.6 69.6 198.4 | | B 7. 198. 70. 198. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 28.2 -58.4 264.0 | | T -4. 264. -58. 264. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 28.2 122.5 105.6 | | M 6. 106. 58. 106. 66. 35. 64. 0. 0. 0. 28. 1.000

|L 1 28.2 58.4 -244.7 | | B 6. -245. 58. -245. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 30.8 -338.4 92.4 | | M -145. 64. -145. 92. 66. 66. -87. 0. 0. 0. 31. 1.000

|L 1 30.6 212.9 91.9 | | M 99. 24. 99. 92. 66. 58. 79. 0. 0. 0. 31. 1.000

|L 1 30.6 212.9 -91.9 | | B 213. -11. 213. -92. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.2 123.3 93.6 | | T 123. 55. 123. 94. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.2 -200.9 -93.6 | | B -201. -36. -201. -94. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 34.8 -72.1 -336.1 | | T -8. -336. -72. -336. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 34.8 -151.3 138.8 | | M -8. 139. -72. 139. 66. 35. -79. 0. 0. 0. 35. 1.000

|L 1 34.8 72.1 346.9 | | B 8. 347. 72. 347. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 25.8 -53.3 411.9 | | T -3. 412. -53. 412. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 25.8 111.9 164.8 | | M 5. 165. 53. 165. 66. 35. 59. 0. 0. 0. 26. 1.000

|L 1 25.8 53.3 -391.6 | | B 5. -392. 53. -392. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 29.8 -220.4 89.4 | | T -220. 12. -220. 89. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 29.8 147.0 89.4 | | M 147. 12. 147. 89. 66. 67. 0. 0. 0. 0. 30. 1.000

|L 1 29.8 350.7 -89.4 | | B 351. -2. 351. -89. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 30.8 209.0 92.4 | | T 209. 64. 209. 92. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 30.8 -338.4 -92.4 | | B -338. -43. -338. -92. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.2 -201.0 93.5 | | M -97. 62. -97. 94. 66. 56. -80. 0. 0. 0. 31. 1.000

|L 1 33.6 145.9 100.8 | | M 7. 88. 70. 101. 66. 35. 76. 0. 0. 0. 34. 1.000

|L 1 28.1 -58.3 270.8 | | T -4. 271. -58. 271. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 28.1 122.3 108.3 | | M 6. 108. 58. 108. 66. 35. 64. 0. 0. 0. 28. 1.000

|L 1 28.1 58.3 -245.6 | | B 6. -246. 58. -246. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 31.2 123.6 93.5 | | T 124. 62. 124. 94. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.2 -201.0 -93.5 | | B -201. -36. -201. -94. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 25.7 -53.2 418.5 | | T -3. 418. -53. 418. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 25.7 111.7 167.4 | | M 5. 167. 53. 167. 66. 35. 58. 0. 0. 0. 26. 1.000

|L 1 25.7 53.2 -392.4 | | B 5. -392. 53. -392. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 29.8 147.0 89.3 | | M 147. 18. 147. 89. 66. 67. 0. 0. 0. 0. 30. 1.000

|L 1 30.7 209.3 92.2 | | T 209. 71. 209. 92. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 30.7 -338.5 -92.2 | | B -339. -44. -339. -92. 0. 0. 0. 0. 0. 0. 31. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P5 num. 5 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 9.1 18.8 -428.4 | | T 1. -428. 19. -428. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -44.5 465.4 | | B -45. 465. -45. 465. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -18.8 482.7 | | B -4. 483. -19. 483. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 19.3 -486.9 | | T 1. -487. 19. -487. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 -34.2 196.8 | | M -3. 197. -19. 197. 57. 35. -15. 0. 0. 0. 9. 1.000

|L 3 9.3 -19.3 492.0 | | B -3. 492. -19. 492. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 18.3 -370.0 | | T 2. -370. 18. -370. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 -32.5 189.3 | | M -4. 189. -18. 189. 57. 35. -14. 0. 0. 0. 9. 1.000

|L 3 8.8 -18.3 473.3 | | B -4. 473. -18. 473. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 -92.0 -439.6 | | T -92. -440. -92. -440. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -71.8 442.1 | | B -72. 442. -72. 442. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 37.5 502.2 | | B 38. 502. 38. 502. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 57.3 -422.4 | | T 57. -422. 57. -422. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.5 19.6 -525.3 | | T 0. -525. 20. -525. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.5 -34.8 -210.1 | | M -3. -210. -20. -210. 57. 35. -15. 0. 0. 0. 9. 1.000

|L 3 9.5 -19.6 486.4 | | B -3. 486. -20. 486. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 18.0 -330.4 | | T 2. -330. 18. -330. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 -31.9 182.2 | | M -4. 182. -18. 182. 57. 35. -14. 0. 0. 0. 9. 1.000

|L 3 8.7 -18.0 455.4 | | B -4. 455. -18. 455. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 64.7 502.0 | | B 65. 502. 65. 502. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 94.4 -417.9 | | T 94. -418. 94. -418. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 18.7 -430.2 | | T 1. -430. 19. -430. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 -18.7 484.8 | | B -3. 485. -19. 485. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 19.2 -488.6 | | T 1. -489. 19. -489. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 -34.1 197.6 | | M -3. 198. -19. 198. 57. 35. -15. 0. 0. 0. 9. 1.000

|L 3 9.3 -19.2 493.9 | | B -3. 494. -19. 494. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 18.2 -371.7 | | T 2. -372. 18. -372. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 -32.4 190.2 | | M -4. 190. -18. 190. 57. 35. -14. 0. 0. 0. 9. 1.000

|L 3 8.8 -18.2 475.4 | | B -4. 475. -18. 475. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 57.1 -424.2 | | T 57. -424. 57. -424. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -44.2 467.3 | | B -44. 467. -44. 467. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.4 19.5 -527.0 | | T 0. -527. 20. -527. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.4 -34.7 -210.8 | | M -3. -211. -20. -211. 57. 35. -15. 0. 0. 0. 9. 1.000

|L 3 9.4 -19.5 488.5 | | B -3. 488. -20. 488. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 17.9 -332.1 | | T 2. -332. 18. -332. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 -31.8 183.0 | | M -4. 183. -18. 183. 57. 35. -14. 0. 0. 0. 9. 1.000

|L 3 8.7 -17.9 457.4 | | B -4. 457. -18. 457. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 94.2 -419.6 | | T 94. -420. 94. -420. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -71.5 444.2 | | B -72. 444. -72. 444. 0. 0. 0. 0. 0. 0. 9. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 25.0 96.5 -320.2 | | T 96. -320. 96. -320. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 24.9 -94.3 -191.8 | | M -54. -192. -54. -192. 57. 43. -41. 0. 0. 0. 25. 1.000

|L 2 25.0 -60.9 78.1 | | B -61. 78. -61. 78. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.6 53.0 -391.9 | | T 4. -392. 53. -392. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 25.6 -94.1 -245.2 | | M -6. -245. -53. -245. 57. 35. -41. 0. 0. 0. 26. 1.000

|L 2 25.6 -53.0 76.9 | | B -6. 52. -53. 77. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 24.6 157.2 -319.9 | | T 157. -320. 157. -320. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 24.5 -147.0 -258.3 | | T -147. -258. -147. -258. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 24.6 -96.6 90.9 | | B -97. 91. -97. 91. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.0 -86.4 -282.9 | | T -86. -283. -86. -283. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.0 51.7 74.9 | | B 47. 22. 52. 75. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.6 53.0 -439.9 | | T 4. -440. 53. -440. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 25.6 -94.1 -274.7 | | M -5. -275. -53. -275. 57. 35. -41. 0. 0. 0. 26. 1.000

|L 2 23.5 48.7 -139.0 | | T 6. -139. 49. -139. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 23.5 -86.5 -94.1 | | M -8. -94. -49. -94. 57. 35. -38. 0. 0. 0. 24. 1.000

|L 2 23.5 -48.7 70.6 | | B -8. 44. -49. 71. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 24.5 -147.1 -257.9 | | T -147. -258. -147. -258. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 24.5 82.9 73.5 | | B 83. 0. 83. 74. 0. 0. 0. 0. 0. 0. 25. 1.000

120

|L 2 24.7 157.4 -320.3 | | T 157. -320. 157. -320. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 24.7 -96.7 93.8 | | B -97. 94. -97. 94. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.0 -91.7 -191.8 | | M -7. -192. -52. -192. 57. 35. -40. 0. 0. 0. 25. 1.000

|L 2 24.9 -86.5 -282.4 | | T -87. -282. -87. -282. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.6 -94.0 -275.6 | | M -5. -276. -53. -276. 57. 35. -41. 0. 0. 0. 26. 1.000

|L 2 23.5 -86.4 -95.0 | | M -8. -95. -49. -95. 57. 35. -38. 0. 0. 0. 24. 1.000

|L 2 24.5 -147.1 -184.1 | | M -75. -184. -75. -184. 57. 53. -45. 0. 0. 0. 24. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 33.9 190.8 101.7 | | M 94. 36. 94. 102. 66. 55. 84. 0. 0. 0. 34. 1.000

|L 1 33.9 -147.2 101.7 | | M -24. 73. -70. 102. 66. 35. -77. 0. 0. 0. 34. 1.000

|L 1 33.9 -70.2 -101.7 | | B -24. -35. -70. -102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 35.5 73.5 -179.1 | | T 11. -179. 74. -179. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 35.5 -154.3 106.5 | | M -24. 89. -74. 107. 66. 35. -81. 0. 0. 0. 36. 1.000

|L 1 32.5 67.4 223.2 | | T 12. 223. 67. 223. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.5 -141.4 103.6 | | M -23. 104. -67. 104. 66. 35. -74. 0. 0. 0. 33. 1.000

|L 1 32.5 -67.4 -173.5 | | B -23. -173. -67. -173. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.9 -122.1 101.7 | | T -122. 36. -122. 102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.9 190.8 -101.7 | | B 191. -22. 191. -102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.8 146.3 113.8 | | T 146. 114. 146. 114. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.9 -239.0 101.7 | | M -113. 88. -113. 102. 66. 58. -88. 0. 0. 0. 34. 1.000

|L 1 33.9 -239.0 -101.7 | | B -239. -48. -239. -102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 35.5 -73.5 197.4 | | B -24. 197. -74. 197. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 31.0 64.2 320.6 | | T 12. 321. 64. 321. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.0 -134.7 128.2 | | M -23. 128. -64. 128. 66. 35. -71. 0. 0. 0. 31. 1.000

|L 1 31.0 -64.2 -265.2 | | B -23. -265. -64. -265. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 33.3 -211.4 99.8 | | T -211. 9. -211. 100. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.3 333.9 -99.8 | | B 334. -12. 334. -100. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.2 235.6 136.1 | | T 236. 136. 236. 136. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.3 -381.8 -99.8 | | B -382. -56. -382. -100. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 35.1 72.7 -105.4 | | T 12. -74. 73. -105. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 35.1 -152.6 105.4 | | M -24. 104. -73. 105. 66. 35. -80. 0. 0. 0. 35. 1.000

|L 1 32.4 67.2 226.4 | | T 12. 226. 67. 226. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 32.4 -140.9 105.1 | | M -23. 105. -67. 105. 66. 35. -74. 0. 0. 0. 32. 1.000

|L 1 32.4 -67.2 -174.0 | | B -23. -174. -67. -174. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 33.8 -239.0 101.4 | | M -113. 90. -113. 101. 66. 58. -88. 0. 0. 0. 34. 1.000

|L 1 30.9 64.0 323.7 | | T 12. 324. 64. 324. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 30.9 -134.3 129.5 | | M -23. 129. -64. 129. 66. 35. -70. 0. 0. 0. 31. 1.000

|L 1 30.9 -64.0 -265.7 | | B -23. -266. -64. -266. 0. 0. 0. 0. 0. 0. 31. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P6 num. 6 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 4.3 -17.6 -166.6 | | T -18. -167. -18. -167. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 23.4 207.1 | | B 23. 207. 23. 207. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 -17.9 -216.0 | | T -18. -216. -18. -216. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 10.7 -86.4 | | M 11. -86. 11. -86. 57. 59. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 23.7 208.5 | | B 24. 208. 24. 208. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 -17.4 -117.0 | | T -17. -117. -17. -117. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 23.2 205.5 | | B 23. 206. 23. 206. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 -65.5 -173.3 | | T -66. -173. -66. -173. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.5 -26.2 92.7 | | M -26. 93. -26. 93. 57. 72. 0. 0. 0. 0. 5. 1.000

|L 3 4.5 51.8 231.7 | | B 52. 232. 52. 232. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.0 31.4 -157.5 | | T 31. -158. 31. -158. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 31.4 72.3 | | M 20. 72. 20. 72. 57. 45. 8. 0. 0. 0. 4. 1.000

|L 3 4.0 -8.3 182.3 | | B -5. 182. -8. 182. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.6 -18.1 -249.1 | | T -18. -249. -18. -249. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 22.7 -98.7 | | M 10. -99. 10. -99. 57. 57. 8. 0. 0. 0. 5. 1.000

|L 3 4.6 23.5 205.5 | | B 24. 206. 24. 206. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.0 -17.1 -84.0 | | T -17. -84. -17. -84. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 22.7 200.5 | | B 23. 200. 23. 200. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.7 -97.4 -177.8 | | T -97. -178. -97. -178. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.7 -39.0 97.7 | | M -39. 98. -39. 98. 57. 76. 0. 0. 0. 0. 5. 1.000

|L 3 4.7 70.3 244.3 | | B 70. 244. 70. 244. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 3.8 63.3 -153.0 | | T 63. -153. 63. -153. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 31.2 64.2 | | M 31. 64. 31. 64. 57. 62. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 -24.9 160.4 | | B -25. 160. -25. 160. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 30.4 -159.7 | | T 30. -160. 30. -160. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 30.4 72.9 | | M 20. 73. 20. 73. 57. 44. 8. 0. 0. 0. 4. 1.000

|L 3 4.6 10.7 -99.6 | | M 11. -100. 11. -100. 57. 58. 0. 0. 0. 0. 5. 1.000

|L 3 3.8 62.4 -155.3 | | T 62. -155. 62. -155. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 31.0 64.8 | | M 31. 65. 31. 65. 57. 61. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 -24.1 162.0 | | B -24. 162. -24. 162. 0. 0. 0. 0. 0. 0. 4. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 12.2 -25.8 -229.7 | | T -26. -230. -26. -230. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.2 -44.8 -91.9 | | M -18. -92. -25. -92. 57. 38. -20. 0. 0. 0. 12. 1.000

|L 2 12.2 25.3 200.9 | | B 20. 201. 25. 201. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.7 -26.3 -314.0 | | T -26. -314. -26. -314. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.7 -46.7 -125.6 | | M -26. -126. -26. -126. 57. 35. -20. 0. 0. 0. 13. 1.000

|L 2 12.7 26.3 197.1 | | B 20. 197. 26. 197. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 11.7 -25.5 -145.6 | | T -25. -146. -25. -146. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.7 -42.9 81.9 | | M -17. 82. -24. 82. 57. 38. -19. 0. 0. 0. 12. 1.000

|L 2 11.7 24.2 204.8 | | B 19. 205. 24. 205. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 13.0 -103.9 -197.5 | | T -104. -198. -104. -198. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.0 65.1 162.4 | | B 65. 162. 65. 162. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 11.4 53.5 -261.2 | | T 53. -261. 53. -261. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 11.4 -26.9 238.1 | | B -27. 238. -27. 238. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 12.9 -26.7 -364.3 | | T -26. -364. -27. -364. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.9 26.7 189.1 | | B 20. 189. 27. 189. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 11.2 -24.6 -83.6 | | T -25. -84. -25. -84. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 11.2 -41.1 101.1 | | M -17. 101. -23. 101. 57. 38. -18. 0. 0. 0. 11. 1.000

|L 2 11.2 23.2 201.9 | | B 18. 202. 23. 202. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 13.3 -155.5 -170.1 | | T -156. -170. -156. -170. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.3 94.9 131.3 | | B 95. 131. 95. 131. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 10.8 106.1 -276.8 | | T 106. -277. 106. -277. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 10.8 -57.7 258.3 | | B -58. 258. -58. 258. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 11.4 52.8 -262.1 | | T 53. -262. 53. -262. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 11.4 -26.3 239.4 | | B -26. 239. -26. 239. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 10.8 105.6 -277.6 | | T 106. -278. 106. -278. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 10.8 -57.3 259.6 | | B -57. 260. -57. 260. 0. 0. 0. 0. 0. 0. 11. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

121

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 19.8 -41.0 -177.0 | | T -32. -177. -41. -177. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 19.8 86.1 -70.8 | | M 30. -71. 41. -71. 66. 38. 45. 0. 0. 0. 20. 1.000

|L 1 19.8 43.7 150.8 | | B 44. 151. 44. 151. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.9 -43.2 -315.3 | | T -32. -315. -43. -315. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 20.9 90.6 -126.1 | | M 31. -126. 43. -126. 66. 37. 47. 0. 0. 0. 21. 1.000

|L 1 20.8 44.1 270.6 | | B 44. 271. 44. 271. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 18.8 -38.9 -56.3 | | T -31. -39. -39. -56. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 18.8 81.6 -56.3 | | M 29. -39. 39. -56. 66. 39. 43. 0. 0. 0. 19. 1.000

|L 1 18.8 43.3 56.3 | | B 43. 31. 43. 56. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 21.6 -136.5 -251.2 | | T -137. -251. -137. -251. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 21.6 85.0 -109.8 | | M 85. -110. 85. -110. 66. 66. 0. 0. 0. 0. 22. 1.000

|L 1 21.6 202.7 166.9 | | B 203. 167. 203. 167. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 17.9 74.2 -102.3 | | T 74. -102. 74. -102. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 17.9 -116.2 134.7 | | B -116. 135. -116. 135. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 21.3 -44.1 -404.9 | | T -32. -405. -44. -405. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 21.3 92.4 -162.0 | | M 31. -162. 44. -162. 66. 37. 48. 0. 0. 0. 21. 1.000

|L 1 21.3 44.4 350.7 | | B 44. 351. 44. 351. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 17.7 -36.7 56.4 | | T -30. 56. -37. 56. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 17.8 77.3 53.4 | | M 28. 36. 37. 53. 66. 39. 40. 0. 0. 0. 18. 1.000

|L 1 17.7 43.0 -53.2 | | B 43. -49. 43. -53. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 22.6 -206.2 -298.1 | | T -206. -298. -206. -298. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 22.6 123.5 -134.8 | | M 124. -135. 124. -135. 66. 72. 0. 0. 0. 0. 23. 1.000

|L 1 22.6 308.8 177.7 | | B 309. 178. 309. 178. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 16.5 144.5 -50.4 | | T 144. -50. 144. -50. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.5 -222.2 124.3 | | B -222. 124. -222. 124. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 21.6 84.9 -109.9 | | M 85. -110. 85. -110. 66. 66. 0. 0. 0. 0. 22. 1.000

|L 1 18.0 74.1 -102.5 | | T 74. -102. 74. -102. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 18.0 -116.1 134.8 | | B -116. 135. -116. 135. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 16.5 144.3 -50.5 | | T 144. -51. 144. -51. 0. 0. 0. 0. 0. 0. 17. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P7 num. 7 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 16.0 -146.2 47.9 | | M -98. 14. -98. 48. 66. 42. -48. 0. 0. 0. 16. 1.000

|L 1 16.1 -148.9 -54.3 | | M -100. -54. -100. -54. 66. 42. -49. 0. 0. 0. 16. 1.000

|L 1 15.7 -146.4 -80.6 | | M -99. -81. -99. -81. 66. 42. -48. 0. 0. 0. 16. 1.000

|L 1 15.9 -143.5 64.3 | | M -96. 64. -96. 64. 66. 42. -48. 0. 0. 0. 16. 1.000

|L 1 15.9 -32.8 101.1 | | B -28. 101. -33. 101. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.1 -144.9 66.2 | | T -145. 66. -145. 66. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.0 -33.1 -102.6 | | B -26. -103. -33. -103. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 15.0 -678.6 45.0 | | T -679. 17. -679. 45. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 15.0 436.5 -45.0 | | B 437. -11. 437. -45. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 16.9 399.6 50.6 | | T 400. 11. 400. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 16.9 -492.4 50.6 | | B -492. 9. -492. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 15.3 -131.3 -73.9 | | T -131. -74. -131. -74. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 15.3 -137.4 90.5 | | M -91. 91. -91. 91. 66. 42. -46. 0. 0. 0. 15. 1.000

|L 1 15.3 -31.7 169.5 | | B -29. 170. -32. 170. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 15.6 -141.8 100.5 | | T -142. 101. -142. 101. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 15.6 -32.4 -170.0 | | B -26. -170. -32. -170. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 13.9 -1032.4 41.7 | | T -1032. 18. -1032. 42. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 1 13.9 744.9 -41.7 | | B 745. -17. 745. -42. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 1 17.1 762.0 51.2 | | T 762. 8. 762. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 17.1 -801.5 51.2 | | B -802. 17. -802. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 16.1 -33.3 -102.5 | | B -26. -102. -33. -102. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 15.7 -142.9 100.4 | | T -143. 100. -143. 100. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 15.7 -32.6 -169.8 | | B -25. -170. -33. -170. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 17.2 760.9 51.5 | | T 761. 8. 761. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 17.2 -801.4 51.5 | | B -801. 17. -801. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P8 num. 8 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 9.9 -20.5 -29.7 | | T -5. -17. -20. -30. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 9.9 -43.0 30.5 | | M -5. 31. -20. 31. 66. 35. -22. 0. 0. 0. 10. 1.000

|L 1 9.9 -20.5 42.6 | | B -1. 43. -20. 43. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 9.2 -19.0 -354.1 | | T -4. -354. -19. -354. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 9.2 -40.0 170.0 | | M -4. 170. -19. 170. 66. 35. -21. 0. 0. 0. 9. 1.000

|L 1 9.2 -19.0 424.9 | | B -2. 425. -19. 425. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 10.6 -21.9 319.2 | | T -6. 319. -22. 319. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 10.6 -46.0 -135.8 | | M -6. -136. -22. -136. 66. 35. -24. 0. 0. 0. 11. 1.000

|L 1 10.6 21.9 -339.5 | | B 0. -339. 22. -340. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 11.5 -135.9 -34.4 | | T -136. -1. -136. -34. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 11.5 236.5 34.4 | | B 236. 24. 236. 34. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 8.3 125.7 -33.2 | | T 126. -33. 126. -33. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 1 8.3 -240.5 61.0 | | B -241. 61. -241. 61. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 1 8.4 -17.4 -578.8 | | T -4. -579. -17. -579. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 1 8.4 -36.5 272.3 | | M -4. 272. -17. 272. 66. 35. -19. 0. 0. 0. 8. 1.000

|L 1 8.4 -17.4 680.8 | | B -3. 681. -17. 681. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 1 10.7 -22.2 543.5 | | T -7. 543. -22. 543. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 10.7 -46.5 -237.3 | | M -7. -237. -22. -237. 66. 35. -24. 0. 0. 0. 11. 1.000

|L 1 10.7 22.2 -593.3 | | B 0. -593. 22. -593. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 12.2 -222.6 36.5 | | T -223. 9. -223. 37. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 12.2 395.1 36.5 | | B 395. 13. 395. 37. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 6.9 212.9 -44.0 | | T 213. -44. 213. -44. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 1 6.9 -399.3 74.3 | | B -399. 74. -399. 74. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 1 10.2 -21.2 -30.7 | | T -6. -21. -21. -31. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 10.2 -44.4 30.7 | | M -6. 30. -21. 31. 66. 35. -23. 0. 0. 0. 10. 1.000

|L 1 10.2 -21.2 43.7 | | B -1. 44. -21. 44. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 9.5 -19.7 -358.1 | | T -5. -358. -20. -358. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 9.5 -41.4 170.5 | | M -5. 170. -20. 170. 66. 35. -22. 0. 0. 0. 10. 1.000

|L 1 9.5 -19.7 426.2 | | B -2. 426. -20. 426. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 10.9 -22.6 315.3 | | T -7. 315. -23. 315. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 10.9 -47.4 -135.4 | | M -7. -135. -23. -135. 66. 35. -25. 0. 0. 0. 11. 1.000

|L 1 10.9 22.6 -338.4 | | B 0. -338. 23. -338. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 11.8 -136.6 -35.4 | | T -137. -5. -137. -35. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 11.8 236.9 35.4 | | B 237. 25. 237. 35. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 8.6 125.0 -37.2 | | T 125. -37. 125. -37. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 8.6 -240.2 62.3 | | B -240. 62. -240. 62. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 8.7 -18.1 -582.7 | | T -4. -583. -18. -583. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 8.7 -37.9 272.8 | | M -4. 273. -18. 273. 66. 35. -20. 0. 0. 0. 9. 1.000

|L 1 8.7 -18.1 681.9 | | B -3. 682. -18. 682. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 11.0 -22.8 539.4 | | T -7. 539. -23. 539. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 11.0 -47.9 -236.9 | | M -7. -237. -23. -237. 66. 35. -25. 0. 0. 0. 11. 1.000

|L 1 11.0 22.8 -592.2 | | B 0. -592. 23. -592. 0. 0. 0. 0. 0. 0. 11. 1.000

122

|L 1 12.5 -223.3 37.5 | | T -223. 5. -223. 38. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 1 12.5 395.4 37.5 | | B 395. 14. 395. 38. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 1 7.3 212.4 -47.9 | | T 212. -48. 212. -48. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 1 7.3 -399.0 75.5 | | B -399. 75. -399. 75. 0. 0. 0. 0. 0. 0. 7. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P9 num. 9 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 10.0 -20.8 -30.1 | | T -9. -15. -21. -30. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 10.0 -43.6 30.1 | | M -9. 30. -21. 30. 66. 35. -23. 0. 0. 0. 10. 1.000

|L 1 10.0 -20.8 39.6 | | B -2. 40. -21. 40. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 9.3 -19.3 -352.0 | | T -7. -352. -19. -352. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 9.3 -40.6 169.0 | | M -7. 169. -19. 169. 66. 35. -21. 0. 0. 0. 9. 1.000

|L 1 9.3 -19.3 422.4 | | B -2. 422. -19. 422. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 10.7 -22.2 322.3 | | T -10. 322. -22. 322. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 10.7 -46.7 -137.3 | | M -10. -137. -22. -137. 66. 35. -24. 0. 0. 0. 11. 1.000

|L 1 10.7 -22.2 -343.1 | | B -2. -343. -22. -343. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 8.5 -139.3 -30.7 | | T -139. -31. -139. -31. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 8.5 236.2 58.1 | | B 236. 58. 236. 58. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 11.6 122.8 34.7 | | T 123. 1. 123. 35. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 11.6 -241.2 34.7 | | B -241. 21. -241. 35. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 8.5 -17.7 -577.1 | | T -6. -577. -18. -577. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 8.5 -37.1 271.4 | | M -6. 271. -18. 271. 66. 35. -19. 0. 0. 0. 9. 1.000

|L 1 8.5 -17.7 678.6 | | B -3. 679. -18. 679. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 10.9 -22.5 546.7 | | T -11. 547. -22. 547. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 10.9 -47.2 -238.9 | | M -11. -239. -22. -239. 66. 35. -25. 0. 0. 0. 11. 1.000

|L 1 10.9 -22.5 -597.2 | | B -1. -597. -22. -597. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 7.2 -226.1 -41.4 | | T -226. -41. -226. -41. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 1 7.2 394.9 71.5 | | B 395. 72. 395. 72. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 1 12.2 210.3 36.7 | | T 210. 11. 210. 37. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 12.2 -399.8 36.7 | | B -400. 9. -400. 37. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 10.4 -21.5 -31.1 | | T -9. -19. -21. -31. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 10.4 -45.1 31.1 | | M -9. 29. -21. 31. 66. 35. -24. 0. 0. 0. 10. 1.000

|L 1 10.4 -21.5 40.7 | | B -2. 41. -21. 41. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 9.7 -20.0 -356.0 | | T -7. -356. -20. -356. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 9.7 -42.0 169.4 | | M -7. 169. -20. 169. 66. 35. -22. 0. 0. 0. 10. 1.000

|L 1 9.7 -20.0 423.5 | | B -2. 424. -20. 424. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 1 11.1 -22.9 318.2 | | T -10. 318. -23. 318. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 11.1 -48.1 -136.8 | | M -10. -137. -23. -137. 66. 35. -25. 0. 0. 0. 11. 1.000

|L 1 11.1 -22.9 -342.0 | | B -1. -342. -23. -342. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 8.9 -139.6 -34.7 | | T -140. -35. -140. -35. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 8.9 236.3 59.4 | | B 236. 59. 236. 59. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 11.9 122.4 -35.7 | | T 122. -3. 122. -36. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 11.9 -241.1 35.7 | | B -241. 22. -241. 36. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 8.9 -18.4 -581.0 | | T -6. -581. -18. -581. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 8.9 -38.5 271.9 | | M -6. 272. -18. 272. 66. 35. -20. 0. 0. 0. 9. 1.000

|L 1 8.9 -18.4 679.8 | | B -3. 680. -18. 680. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 1 11.2 -23.2 542.8 | | T -11. 543. -23. 543. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 11.2 -48.6 -238.4 | | M -11. -238. -23. -238. 66. 35. -25. 0. 0. 0. 11. 1.000

|L 1 11.2 -23.2 -596.0 | | B -1. -596. -23. -596. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 7.5 -226.5 -45.4 | | T -227. -45. -227. -45. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 1 7.5 395.1 72.8 | | B 395. 73. 395. 73. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 1 12.6 209.9 37.7 | | T 210. 8. 210. 38. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 1 12.6 -399.7 37.7 | | B -400. 11. -400. 38. 0. 0. 0. 0. 0. 0. 13. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P10 num. 10 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 15.9 156.8 66.9 | | T 157. 67. 157. 67. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.0 157.8 -55.1 | | M 108. -55. 108. -55. 66. 43. 49. 0. 0. 0. 16. 1.000

|L 1 15.6 155.4 -81.4 | | M 106. -81. 106. -81. 66. 43. 48. 0. 0. 0. 16. 1.000

|L 1 15.6 155.4 101.2 | | T 155. 101. 155. 101. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 15.7 32.6 99.8 | | B 10. 100. 33. 100. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 15.9 32.8 -104.6 | | B 8. -105. 33. -105. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.7 -386.8 50.1 | | T -387. 11. -387. 50. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 16.7 473.3 50.1 | | B 473. 7. 473. 50. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 14.9 697.6 44.7 | | T 698. 17. 698. 45. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 14.9 -457.7 -44.7 | | B -458. -12. -458. -45. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 15.2 144.9 -73.8 | | T 145. -74. 145. -74. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 15.2 146.0 89.9 | | M 100. 90. 100. 90. 66. 43. 46. 0. 0. 0. 15. 1.000

|L 1 15.2 31.5 168.6 | | B 12. 169. 31. 169. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 15.5 32.1 -172.1 | | B 8. -172. 32. -172. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.9 -751.7 50.7 | | T -752. 9. -752. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 16.9 783.7 50.7 | | B 784. 15. 784. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 13.8 1053.4 41.5 | | T 1053. 19. 1053. 41. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 1 13.8 -766.2 -41.5 | | B -766. -18. -766. -41. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 1 16.0 157.8 66.8 | | T 158. 67. 158. 67. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.0 33.1 -104.4 | | B 8. -104. 33. -104. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 15.6 32.3 -171.9 | | B 8. -172. 32. -172. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 17.0 -750.7 51.0 | | T -751. 9. -751. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 1 17.0 783.6 51.0 | | B 784. 15. 784. 51. 0. 0. 0. 0. 0. 0. 17. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P11 num. 11 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 6.1 31.8 137.8 | | T 32. 138. 32. 138. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.1 -47.2 -162.4 | | B -47. -162. -47. -162. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 31.9 45.8 | | T 32. 46. 32. 46. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 -47.6 -119.1 | | B -48. -119. -48. -119. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.9 31.6 229.6 | | T 32. 230. 32. 230. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.9 -20.4 91.8 | | M -20. 92. -20. 92. 57. 63. 0. 0. 0. 0. 6. 1.000

|L 3 5.9 -46.9 -205.7 | | B -47. -206. -47. -206. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 -20.7 153.6 | | T -21. 154. -21. 154. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 -45.5 -232.0 | | B -46. -232. -46. -232. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 -12.1 -198.7 | | B -11. -199. -12. -199. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 84.0 120.0 | | T 84. 120. 84. 120. 0. 0. 0. 0. 0. 0. 6. 1.000

123

|L 3 6.4 33.6 -50.0 | | M 34. -50. 34. -50. 57. 71. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 -82.7 -124.9 | | B -83. -125. -83. -125. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 31.2 289.9 | | T 31. 290. 31. 290. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 -55.6 164.4 | | T -56. 164. -56. 164. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 -55.6 -88.4 | | M -33. -88. -33. -88. 57. 49. -13. 0. 0. 0. 6. 1.000

|L 3 5.7 13.3 -221.1 | | B 13. -221. 13. -221. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.6 118.3 107.4 | | T 118. 107. 118. 107. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.6 -105.1 -97.4 | | B -105. -97. -105. -97. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 5.8 -20.2 155.4 | | T -20. 155. -20. 155. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.6 -55.0 166.2 | | T -55. 166. -55. 166. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.6 -55.0 -88.9 | | M -33. -89. -33. -89. 57. 49. -12. 0. 0. 0. 6. 1.000

|L 3 5.6 12.7 -222.3 | | B 13. -222. 13. -222. 0. 0. 0. 0. 0. 0. 6. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 18.8 56.4 178.9 | | T 56. 179. 56. 179. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 18.9 69.4 71.2 | | M 28. 71. 39. 71. 57. 51. 30. 0. 0. 0. 19. 1.000

|L 2 18.8 -52.6 -174.3 | | B -53. -174. -53. -174. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.7 137.3 217.0 | | T 137. 217. 137. 217. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.5 71.8 -66.3 | | M 29. -66. 40. -66. 57. 50. 31. 0. 0. 0. 20. 1.000

|L 2 19.4 -52.6 -96.0 | | B -53. -96. -53. -96. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 18.1 56.1 320.9 | | T 56. 321. 56. 321. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 18.2 67.0 128.0 | | M 28. 128. 38. 128. 57. 53. 29. 0. 0. 0. 18. 1.000

|L 2 18.1 -52.6 -252.8 | | B -53. -253. -53. -253. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 18.0 -37.3 140.0 | | T -25. 140. -37. 140. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 18.0 -66.1 61.8 | | M -24. 62. -37. 62. 57. 35. -29. 0. 0. 0. 18. 1.000

|L 2 18.0 -37.3 -109.6 | | B -6. -110. -37. -110. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 19.8 137.1 216.0 | | T 137. 216. 137. 216. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.8 59.0 -95.3 | | M 59. -95. 59. -95. 57. 63. 0. 0. 0. 0. 20. 1.000

|L 2 19.7 -99.4 -238.8 | | B -99. -239. -99. -239. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.7 72.4 -61.7 | | M 29. -62. 41. -62. 57. 49. 32. 0. 0. 0. 20. 1.000

|L 2 17.4 53.9 410.8 | | T 54. 411. 54. 411. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 17.5 64.3 163.9 | | M 26. 164. 36. 164. 57. 53. 28. 0. 0. 0. 17. 1.000

|L 2 17.4 -50.7 -300.6 | | B -51. -301. -51. -301. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 17.1 -80.4 109.9 | | T -80. 110. -80. 110. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 17.1 -82.7 61.6 | | M -51. 62. -51. 62. 57. 42. -31. 0. 0. 0. 17. 1.000

|L 2 17.1 35.5 -62.3 | | B 27. -62. 35. -62. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 20.0 189.0 237.4 | | T 189. 237. 189. 237. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.0 78.6 -110.8 | | M 79. -111. 79. -111. 57. 66. 0. 0. 0. 0. 20. 1.000

|L 2 20.0 -128.4 -277.1 | | B -128. -277. -128. -277. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 18.8 69.0 71.6 | | M 28. 72. 39. 72. 57. 52. 30. 0. 0. 0. 19. 1.000

|L 2 19.4 56.7 58.3 | | T 57. 37. 57. 58. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 18.1 66.6 128.4 | | M 28. 128. 38. 128. 57. 53. 29. 0. 0. 0. 18. 1.000

|L 2 17.9 -37.1 141.0 | | T -24. 141. -37. 141. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 17.9 -65.8 61.9 | | M -24. 62. -37. 62. 57. 35. -29. 0. 0. 0. 18. 1.000

|L 2 17.9 -37.1 -110.3 | | B -6. -110. -37. -110. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 19.7 58.9 -95.5 | | M 59. -96. 59. -96. 57. 63. 0. 0. 0. 0. 20. 1.000

|L 2 17.4 63.9 164.3 | | M 26. 164. 36. 164. 57. 53. 28. 0. 0. 0. 17. 1.000

|L 2 17.0 -80.1 110.9 | | T -80. 111. -80. 111. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 17.0 -82.4 61.8 | | M -51. 62. -51. 62. 57. 42. -31. 0. 0. 0. 17. 1.000

|L 2 17.0 35.3 -63.0 | | B 27. -63. 35. -63. 0. 0. 0. 0. 0. 0. 17. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 31.4 64.9 106.5 | | T 45. 107. 65. 107. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.4 -136.2 -94.1 | | M -53. -88. -65. -94. 66. 35. -71. 0. 0. 0. 31. 1.000

|L 1 31.4 -64.9 -155.7 | | B -53. -156. -65. -156. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 32.9 68.2 -212.8 | | T 48. -213. 68. -213. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.9 -143.1 -147.9 | | M -62. -148. -68. -148. 66. 35. -75. 0. 0. 0. 33. 1.000

|L 1 30.1 62.3 297.1 | | T 43. 297. 62. 297. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 30.1 -130.7 118.8 | | M -48. 119. -62. 119. 66. 35. -68. 0. 0. 0. 30. 1.000

|L 1 30.1 -62.3 -277.9 | | B -48. -278. -62. -278. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 29.1 -73.2 172.5 | | T -73. 172. -73. 172. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 29.3 133.9 -87.8 | | M 66. -82. 66. -88. 66. 48. 68. 0. 0. 0. 29. 1.000

|L 1 29.3 118.0 -193.3 | | B 118. -193. 118. -193. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 33.5 164.5 100.4 | | T 165. 41. 165. 100. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.3 -225.4 -117.9 | | B -225. -118. -225. -118. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.5 -225.3 -117.9 | | B -225. -118. -225. -118. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.9 -68.2 98.8 | | B -62. 48. -68. 99. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 28.7 59.4 422.8 | | T 40. 423. 59. 423. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 28.7 -124.6 169.1 | | M -44. 169. -59. 169. 66. 35. -65. 0. 0. 0. 29. 1.000

|L 1 28.7 -59.4 -359.1 | | B -44. -359. -59. -359. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 27.3 -153.3 214.1 | | T -153. 214. -153. 214. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 1 27.3 232.5 -218.1 | | B 233. -218. 233. -218. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 1 34.3 242.5 -102.9 | | T 242. -4. 242. -103. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 34.3 -339.1 -102.9 | | B -339. -93. -339. -103. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 31.2 64.6 107.1 | | T 45. 107. 65. 107. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 32.5 67.3 -97.5 | | T 48. -84. 67. -98. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.5 -141.2 -97.5 | | M -59. -84. -67. -98. 66. 35. -74. 0. 0. 0. 33. 1.000

|L 1 30.0 62.0 297.8 | | T 43. 298. 62. 298. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 30.0 -130.1 119.1 | | M -48. 119. -62. 119. 66. 35. -68. 0. 0. 0. 30. 1.000

|L 1 33.3 -225.4 -100.0 | | M -97. -94. -97. -100. 66. 63. -84. 0. 0. 0. 33. 1.000

|L 1 28.6 59.1 423.5 | | T 40. 424. 59. 424. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 28.6 -124.0 169.4 | | M -44. 169. -59. 169. 66. 35. -65. 0. 0. 0. 29. 1.000

|L 1 27.2 -153.2 214.8 | | T -153. 215. -153. 215. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 1 34.2 242.6 -102.5 | | T 243. -4. 243. -103. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 34.2 -339.2 -102.5 | | B -339. -93. -339. -103. 0. 0. 0. 0. 0. 0. 34. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P12 num. 12 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 12.3 -25.4 694.4 | | T -11. 694. -25. 694. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.0 139.2 -634.3 | | B 139. -634. 139. -634. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 25.3 -604.0 | | B 23. -604. 25. -604. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 82.7 568.1 | | T 83. 568. 83. 568. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.0 -152.6 613.2 | | T -153. 613. -153. 613. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.0 -61.0 -253.7 | | M -61. -254. -61. -254. 57. 71. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 -53.2 -560.0 | | B -53. -560. -53. -560. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.3 25.4 -599.5 | | B 24. -599. 25. -599. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 141.5 555.2 | | T 142. 555. 142. 555. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 -101.9 -526.3 | | B -102. -526. -102. -526. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 25.3 -603.7 | | B 21. -604. 25. -604. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 84.6 566.9 | | T 85. 567. 85. 567. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 -54.7 -559.7 | | B -55. -560. -55. -560. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 11.9 24.7 473.1 | | T 1. 473. 25. 473. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.3 -25.5 693.1 | | T -9. 693. -25. 693. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.3 25.5 -599.1 | | B 23. -599. 25. -599. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 143.4 554.0 | | T 143. 554. 143. 554. 0. 0. 0. 0. 0. 0. 12. 1.000

124

|L 3 12.2 -103.5 -526.0 | | B -103. -526. -103. -526. 0. 0. 0. 0. 0. 0. 12. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 29.7 -61.5 554.0 | | T -38. 554. -61. 554. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.5 -159.6 397.9 | | T -160. 398. -160. 398. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.7 61.4 -216.0 | | B 27. -216. 61. -216. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.3 -60.7 310.5 | | T -27. 311. -61. 311. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.3 -107.8 125.0 | | M -27. 125. -61. 125. 57. 35. -47. 0. 0. 0. 29. 1.000

|L 2 29.3 60.7 -244.7 | | B 22. -245. 61. -245. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 30.0 -62.1 505.3 | | T -36. 505. -62. 505. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 30.0 -110.3 266.5 | | M -35. 267. -62. 267. 57. 35. -48. 0. 0. 0. 30. 1.000

|L 2 30.0 62.1 -187.5 | | B 33. -187. 62. -187. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.5 123.3 -196.0 | | B 123. -196. 123. -196. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.8 97.0 417.9 | | T 97. 418. 97. 418. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.8 109.6 194.5 | | M 56. 195. 62. 195. 57. 46. 48. 0. 0. 0. 30. 1.000

|L 2 29.8 -68.7 -236.0 | | B -69. -236. -69. -236. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 28.6 -59.3 229.6 | | T -23. 230. -59. 230. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.6 -105.2 -102.4 | | M -23. -102. -59. -102. 57. 35. -46. 0. 0. 0. 29. 1.000

|L 2 28.6 59.3 -256.1 | | B 18. -256. 59. -256. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.9 -243.9 375.1 | | T -244. 375. -244. 375. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.9 186.2 -175.0 | | B 186. -175. 186. -175. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.4 183.4 408.5 | | T 183. 409. 183. 409. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.4 -133.6 -241.6 | | B -134. -242. -134. -242. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.7 61.4 -211.7 | | B 27. -212. 61. -212. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.4 60.8 -240.2 | | B 21. -240. 61. -240. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 30.0 -62.1 503.9 | | T -35. 504. -62. 504. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 30.0 62.1 -183.1 | | B 32. -183. 62. -183. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.8 98.1 416.6 | | T 98. 417. 98. 417. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.8 -69.6 -231.7 | | B -70. -232. -70. -232. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 28.6 -59.3 228.3 | | T -22. 228. -59. 228. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.6 -105.3 -100.7 | | M -22. -101. -59. -101. 57. 35. -46. 0. 0. 0. 29. 1.000

|L 2 28.6 59.3 -251.7 | | B 17. -252. 59. -252. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.7 -61.5 552.7 | | T -37. 553. -62. 553. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.4 184.5 407.3 | | T 185. 407. 185. 407. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.4 -134.4 -237.3 | | B -134. -237. -134. -237. 0. 0. 0. 0. 0. 0. 29. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 42.1 -87.2 354.1 | | T -28. 354. -87. 354. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.0 -239.7 -130.9 | | M -113. -123. -113. -131. 66. 57. -103. 0. 0. 0. 42. 1.000

|L 1 41.5 271.3 -164.9 | | B 271. -165. 271. -165. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 41.0 -84.9 -163.7 | | T -17. -164. -85. -164. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 41.3 -409.8 -128.8 | | B -410. -109. -410. -129. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 41.0 84.9 127.9 | | B 14. 70. 85. 128. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 42.5 -87.9 224.1 | | T -25. 224. -88. 224. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.5 -184.4 -178.0 | | M -25. -178. -88. -178. 66. 35. -97. 0. 0. 0. 42. 1.000

|L 1 42.5 87.9 -357.8 | | B 19. -358. 88. -358. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 41.5 -206.4 129.5 | | T -206. 87. -206. 130. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 41.5 271.3 -129.5 | | M 115. -116. 115. -130. 66. 63. 102. 0. 0. 0. 42. 1.000

|L 1 42.0 164.6 -130.9 | | T 165. -27. 165. -131. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 39.7 -82.2 -292.0 | | T -14. -292. -82. -292. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 39.7 -172.4 -139.5 | | M -14. -140. -82. -140. 66. 35. -90. 0. 0. 0. 40. 1.000

|L 1 39.7 82.2 213.1 | | B 12. 213. 82. 213. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 42.1 -182.9 -211.1 | | M -28. -211. -87. -211. 66. 35. -96. 0. 0. 0. 42. 1.000

|L 1 42.1 87.2 -500.2 | | B 21. -500. 87. -500. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 40.5 -329.1 126.4 | | T -329. 126. -329. 126. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 40.5 441.1 -178.6 | | B 441. -179. 441. -179. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 41.3 288.5 -128.8 | | T 289. -64. 289. -129. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 41.3 -164.6 -128.8 | | M -165. -108. -165. -129. 66. 69. 0. 0. 0. 0. 41. 1.000

|L 1 41.0 -84.8 -166.6 | | T -17. -167. -85. -167. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 42.4 -184.3 -178.7 | | M -25. -179. -88. -179. 66. 35. -96. 0. 0. 0. 42. 1.000

|L 1 41.9 165.1 -130.8 | | T 165. -30. 165. -131. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 41.9 -240.0 -130.8 | | M -113. -122. -113. -131. 66. 57. -103. 0. 0. 0. 42. 1.000

|L 1 39.7 -82.1 -295.0 | | T -14. -295. -82. -295. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 39.7 -172.3 -140.9 | | M -14. -141. -82. -141. 66. 35. -90. 0. 0. 0. 40. 1.000

|L 1 39.7 82.1 213.9 | | B 12. 214. 82. 214. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 42.1 -182.8 -211.6 | | M -27. -212. -87. -212. 66. 35. -96. 0. 0. 0. 42. 1.000

|L 1 41.2 289.0 -128.7 | | T 289. -67. 289. -129. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 41.2 -409.9 -128.7 | | B -410. -108. -410. -129. 0. 0. 0. 0. 0. 0. 41. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P13 num. 13 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 4 3.2 -6.7 46.8 | | T -6. 47. -7. 47. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.2 9.9 35.1 | | M 6. 35. 7. 35. 47. 41. 3. 0. 0. 0. 3. 1.000

|L 4 3.3 -10.4 47.6 | | T -10. 48. -10. 48. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.3 12.3 62.4 | | B 12. 62. 12. 62. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.1 -6.5 45.9 | | T -1. 46. -6. 46. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.1 9.6 20.5 | | M 6. 21. 6. 21. 47. 35. 3. 0. 0. 0. 3. 1.000

|L 4 3.1 7.3 -27.3 | | B 7. -27. 7. -27. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.1 -43.5 43.1 | | T -44. 43. -44. 43. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.1 33.9 19.2 | | B 34. 19. 34. 19. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 32.1 50.5 | | T 32. 51. 32. 51. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 -15.5 17.4 | | B -16. 17. -16. 17. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 -13.4 48.2 | | T -13. 48. -13. 48. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 14.0 90.3 | | B 14. 90. 14. 90. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 6.3 45.5 | | T 2. 46. 6. 46. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 9.3 -23.6 | | M 6. -24. 6. -24. 47. 35. 3. 0. 0. 0. 3. 1.000

|L 4 3.0 6.3 -59.1 | | B 6. -59. 6. -59. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 -68.7 40.6 | | T -69. 41. -69. 41. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 49.8 18.2 | | B 50. 18. 50. 18. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.5 57.1 52.9 | | T 57. 53. 57. 53. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 4 3.5 -31.6 14.3 | | B -32. 14. -32. 14. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 4 3.2 9.9 35.5 | | M 6. 36. 7. 36. 47. 39. 3. 0. 0. 0. 3. 1.000

|L 4 3.3 11.1 63.7 | | B 11. 64. 11. 64. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.1 9.5 21.0 | | M 6. 21. 6. 21. 47. 35. 3. 0. 0. 0. 3. 1.000

|L 4 3.0 32.6 20.4 | | B 33. 20. 33. 20. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 32.8 50.4 | | T 33. 50. 33. 50. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 12.9 91.6 | | B 13. 92. 13. 92. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 2.9 48.7 19.6 | | B 49. 20. 49. 20. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.5 57.8 52.8 | | T 58. 53. 58. 53. 0. 0. 0. 0. 0. 0. 4. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

125

|L 3 28.4 -58.8 88.6 | | T -9. 76. -59. 89. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.1 -140.1 -126.3 | | M -69. -126. -69. -126. 57. 54. -48. 0. 0. 0. 28. 1.000

|L 3 28.0 95.8 -209.7 | | B 96. -210. 96. -210. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.9 -106.1 -111.2 | | M -9. -111. -60. -111. 57. 35. -46. 0. 0. 0. 29. 1.000

|L 3 28.9 59.7 -125.3 | | B 8. -125. 60. -125. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 27.9 -57.8 177.9 | | T -8. 178. -58. 178. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.9 -102.5 -130.0 | | M -8. -130. -58. -130. 57. 35. -45. 0. 0. 0. 28. 1.000

|L 3 27.9 57.8 -277.2 | | B 5. -277. 58. -277. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.2 -87.5 88.0 | | T -88. 81. -88. 88. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.2 -103.7 -128.3 | | M -52. -128. -58. -128. 57. 44. -45. 0. 0. 0. 28. 1.000

|L 3 28.7 123.5 89.5 | | T 123. 64. 123. 89. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 28.6 104.9 -123.2 | | M 47. -123. 59. -123. 57. 39. 46. 0. 0. 0. 29. 1.000

|L 3 28.6 -59.1 -193.1 | | B -48. -193. -59. -193. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 29.2 -60.4 -97.0 | | T -10. -97. -60. -97. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 29.2 -107.3 -94.6 | | M -10. -95. -60. -95. 57. 35. -47. 0. 0. 0. 29. 1.000

|L 3 29.2 60.4 -91.1 | | B 9. -67. 60. -91. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 27.6 -57.1 242.8 | | T -7. 243. -57. 243. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.8 -102.1 -130.4 | | M -6. -130. -57. -130. 57. 35. -45. 0. 0. 0. 28. 1.000

|L 3 27.6 57.1 -319.6 | | B 4. -320. 57. -320. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.1 -140.1 87.7 | | T -140. 82. -140. 88. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.1 96.7 -206.5 | | B 97. -207. 97. -207. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.5 124.6 -118.4 | | M 64. -118. 64. -118. 57. 51. 47. 0. 0. 0. 29. 1.000

|L 3 28.5 -85.7 -182.7 | | B -86. -183. -86. -183. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 28.0 -138.9 -126.7 | | M -68. -127. -68. -127. 57. 54. -48. 0. 0. 0. 28. 1.000

|L 3 28.7 -105.6 -113.0 | | M -8. -113. -59. -113. 57. 35. -46. 0. 0. 0. 29. 1.000

|L 3 28.7 59.5 -128.5 | | B 7. -129. 59. -129. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 27.8 -57.5 181.2 | | T -6. 181. -57. 181. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.8 57.5 -280.4 | | B 4. -280. 57. -280. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.1 -103.2 -128.7 | | M -51. -129. -58. -129. 57. 44. -45. 0. 0. 0. 28. 1.000

|L 3 28.1 59.6 -212.5 | | B 60. -213. 60. -213. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.4 104.5 -123.7 | | M 47. -124. 59. -124. 57. 40. 46. 0. 0. 0. 28. 1.000

|L 3 28.4 -58.8 -196.3 | | B -49. -196. -59. -196. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.5 -56.8 246.0 | | T -6. 246. -57. 246. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 3 27.5 -100.9 -129.6 | | M -6. -130. -57. -130. 57. 35. -44. 0. 0. 0. 27. 1.000

|L 3 27.5 56.8 -322.8 | | B 3. -323. 57. -323. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 3 28.5 124.6 89.1 | | T 125. 67. 125. 89. 0. 0. 0. 0. 0. 0. 29. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 48.9 -101.2 198.2 | | T -6. 198. -101. 198. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 48.9 -179.6 153.7 | | M -6. 154. -101. 154. 57. 35. -78. 0. 0. 0. 49. 1.000

|L 2 48.9 101.2 -152.6 | | B 63. -47. 101. -153. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 50.0 -103.4 -164.1 | | T -9. -164. -103. -164. 0. 0. 0. 0. 0. 0. 50. 1.000

|L 2 49.9 -183.3 155.6 | | M -8. 41. -103. 156. 57. 35. -80. 0. 0. 0. 50. 1.000

|L 2 50.0 103.4 155.9 | | B 8. 117. 103. 156. 0. 0. 0. 0. 0. 0. 50. 1.000

|L 2 47.9 -99.1 409.8 | | T -4. 410. -99. 410. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 47.9 -176.0 236.8 | | M -4. 237. -99. 237. 57. 35. -77. 0. 0. 0. 48. 1.000

|L 2 47.9 99.1 -172.2 | | B 3. -172. 99. -172. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.9 -101.4 185.4 | | T -101. 185. -101. 185. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 48.9 -179.7 153.6 | | M -76. 154. -101. 154. 57. 35. -78. 0. 0. 0. 49. 1.000

|L 2 48.9 101.1 211.0 | | T 90. 211. 101. 211. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 48.9 179.6 153.7 | | M 90. 154. 101. 154. 57. 35. 78. 0. 0. 0. 49. 1.000

|L 2 48.9 -101.1 -152.5 | | B -53. -85. -101. -152. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 50.0 -183.6 -155.9 | | M -9. -114. -103. -156. 57. 35. -80. 0. 0. 0. 50. 1.000

|L 2 46.7 -96.6 541.2 | | T -2. 541. -97. 541. 0. 0. 0. 0. 0. 0. 47. 1.000

|L 2 46.7 -171.5 287.6 | | M -2. 288. -97. 288. 57. 35. -75. 0. 0. 0. 47. 1.000

|L 2 46.7 96.6 -238.4 | | B 1. -238. 97. -238. 0. 0. 0. 0. 0. 0. 47. 1.000

|L 2 48.6 -178.7 155.2 | | M -5. 155. -101. 155. 57. 35. -78. 0. 0. 0. 49. 1.000

|L 2 48.4 101.1 -150.9 | | B 101. -29. 101. -151. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.3 154.0 209.9 | | T 154. 210. 154. 210. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.6 178.6 155.3 | | M 91. 155. 101. 155. 57. 35. 78. 0. 0. 0. 49. 1.000

|L 2 48.3 -100.0 -150.7 | | B -92. -92. -100. -151. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 47.6 -175.0 238.4 | | M -3. 238. -99. 238. 57. 35. -76. 0. 0. 0. 48. 1.000

|L 2 48.6 -178.7 155.2 | | M -101. 155. -101. 155. 57. 35. -78. 0. 0. 0. 49. 1.000

|L 2 49.7 -102.9 -165.2 | | T -8. -165. -103. -165. 0. 0. 0. 0. 0. 0. 50. 1.000

|L 2 46.4 -170.6 289.2 | | M -1. 289. -96. 289. 57. 35. -74. 0. 0. 0. 46. 1.000

|L 2 48.1 -176.7 150.6 | | M -98. 151. -100. 151. 57. 44. -77. 0. 0. 0. 48. 1.000

|L 2 48.0 155.0 208.7 | | T 155. 209. 155. 209. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.0 176.5 150.8 | | M 96. 151. 99. 151. 57. 43. 77. 0. 0. 0. 48. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 65.1 282.8 -203.1 | | M 126. -111. 135. -203. 66. 47. 148. 0. 0. 0. 65. 1.000

|L 1 64.8 -281.7 -202.3 | | M -12. -86. -134. -202. 66. 35. -147. 0. 0. 0. 65. 1.000

|L 1 66.1 -136.9 -414.4 | | T -1. -414. -137. -414. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 66.1 -287.3 -206.3 | | M -10. -182. -137. -206. 66. 35. -150. 0. 0. 0. 66. 1.000

|L 1 66.1 -136.9 373.1 | | B -10. 373. -137. 373. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 63.6 131.6 348.0 | | T 4. 348. 132. 348. 0. 0. 0. 0. 0. 0. 64. 1.000

|L 1 63.6 -276.1 -267.5 | | M -15. -268. -132. -268. 66. 35. -145. 0. 0. 0. 64. 1.000

|L 1 63.6 -131.6 -545.7 | | B -15. -546. -132. -546. 0. 0. 0. 0. 0. 0. 64. 1.000

|L 1 65.1 -155.5 -203.1 | | T -156. -10. -156. -203. 0. 0. 0. 0. 0. 0. 65. 1.000

|L 1 64.6 -288.5 -201.5 | | M -140. -61. -140. -202. 66. 47. -149. 0. 0. 0. 65. 1.000

|L 1 66.0 -136.7 -668.4 | | T -2. -668. -137. -668. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 66.0 -286.9 272.1 | | M -8. 272. -137. 272. 66. 35. -150. 0. 0. 0. 66. 1.000

|L 1 66.0 -136.7 680.3 | | B -8. 680. -137. 680. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 61.7 127.8 602.3 | | T 5. 602. 128. 602. 0. 0. 0. 0. 0. 0. 62. 1.000

|L 1 61.7 -268.2 -346.8 | | M -16. -347. -128. -347. 66. 35. -140. 0. 0. 0. 62. 1.000

|L 1 61.7 -127.8 -851.1 | | B -16. -851. -128. -851. 0. 0. 0. 0. 0. 0. 62. 1.000

|L 1 64.3 -260.1 200.7 | | T -260. 5. -260. 201. 0. 0. 0. 0. 0. 0. 64. 1.000

|L 1 64.3 381.6 -200.7 | | B 382. -127. 382. -201. 0. 0. 0. 0. 0. 0. 64. 1.000

|L 1 63.5 263.6 -198.0 | | T 264. -71. 264. -198. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 63.5 -407.3 -198.0 | | M -191. -71. -191. -198. 66. 57. -161. 0. 0. 0. 63. 1.000

|L 1 65.6 135.8 -420.0 | | T 0. -420. 136. -420. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 63.0 -273.8 -267.9 | | M -15. -268. -130. -268. 66. 35. -143. 0. 0. 0. 63. 1.000

|L 1 65.5 -135.6 -674.0 | | T -2. -674. -136. -674. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 65.5 -284.6 272.9 | | M -9. 273. -136. 273. 66. 35. -149. 0. 0. 0. 66. 1.000

|L 1 65.5 -135.6 682.4 | | B -9. 682. -136. 682. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 61.2 -265.9 -347.1 | | M -16. -347. -127. -347. 66. 35. -139. 0. 0. 0. 61. 1.000

|L 1 62.9 264.2 -196.4 | | T 264. -77. 264. -196. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 62.9 -407.5 -196.4 | | M -191. -77. -191. -196. 66. 58. -159. 0. 0. 0. 63. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P14 num. 14 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 4 3.2 13.0 45.6 | | T 13. 46. 13. 46. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.2 14.3 35.1 | | M 10. 35. 10. 35. 47. 35. 4. 0. 0. 0. 3. 1.000

|L 4 3.3 17.5 57.0 | | M 13. 57. 13. 57. 47. 37. 4. 0. 0. 0. 3. 1.000

|L 4 3.3 6.8 64.0 | | B 0. 64. 7. 64. 0. 0. 0. 0. 0. 0. 3. 1.000

126

|L 4 3.1 8.7 44.9 | | T 9. 45. 9. 45. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.1 11.1 20.6 | | M 8. 21. 8. 21. 47. 35. 3. 0. 0. 0. 3. 1.000

|L 4 3.1 6.4 -25.5 | | B 5. -25. 6. -25. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.3 -25.5 49.3 | | T -25. 49. -25. 49. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 20.4 73.9 | | M 15. 74. 15. 74. 47. 39. 4. 0. 0. 0. 3. 1.000

|L 4 3.3 28.0 19.0 | | B 28. 19. 28. 19. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 51.1 42.0 | | T 51. 42. 51. 42. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 -21.7 20.9 | | B -22. 21. -22. 21. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 -7.0 91.8 | | B -1. 92. -7. 92. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 6.2 44.5 | | T 6. 45. 6. 45. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 9.3 -22.8 | | M 6. -23. 6. -23. 47. 35. 3. 0. 0. 0. 3. 1.000

|L 4 3.0 6.3 -57.1 | | B 6. -57. 6. -57. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.5 -50.1 51.8 | | T -50. 52. -50. 52. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.5 44.1 16.1 | | B 44. 16. 44. 16. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 2.9 76.4 39.6 | | T 76. 40. 76. 40. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 2.9 -37.9 19.9 | | B -38. 20. -38. 20. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.2 13.9 35.5 | | M 10. 36. 10. 36. 47. 35. 4. 0. 0. 0. 3. 1.000

|L 4 3.3 17.0 57.7 | | M 13. 58. 13. 58. 47. 36. 4. 0. 0. 0. 3. 1.000

|L 4 3.3 6.8 65.2 | | B 1. 65. 7. 65. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.1 10.6 21.1 | | M 7. 21. 7. 21. 47. 35. 3. 0. 0. 0. 3. 1.000

|L 4 3.4 19.7 74.6 | | M 15. 75. 15. 75. 47. 38. 4. 0. 0. 0. 3. 1.000

|L 4 3.0 -20.7 22.1 | | B -21. 22. -21. 22. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.4 7.0 93.1 | | B 0. 93. 7. 93. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.0 10.0 -22.3 | | M 7. -22. 7. -22. 47. 35. 3. 0. 0. 0. 3. 1.000

|L 4 3.0 7.4 -55.9 | | B 7. -56. 7. -56. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 3.5 -50.7 51.7 | | T -51. 52. -51. 52. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 4 2.9 -36.8 21.1 | | B -37. 21. -37. 21. 0. 0. 0. 0. 0. 0. 3. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 28.5 -144.3 89.0 | | T -144. 62. -144. 89. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 28.3 -103.9 -123.7 | | M -12. -124. -59. -124. 57. 35. -45. 0. 0. 0. 28. 1.000

|L 3 28.3 58.5 -196.6 | | B 10. -197. 59. -197. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.4 -145.3 -116.9 | | M -70. -117. -70. -117. 57. 55. -49. 0. 0. 0. 28. 1.000

|L 3 28.4 101.8 -179.5 | | B 102. -179. 102. -179. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.8 -57.5 176.1 | | T -13. 176. -58. 176. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.8 -102.1 -127.9 | | M -13. -128. -58. -128. 57. 35. -45. 0. 0. 0. 28. 1.000

|L 3 27.8 57.5 -272.9 | | B 11. -273. 58. -273. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.4 -104.4 -121.5 | | M -53. -122. -59. -122. 57. 46. -46. 0. 0. 0. 28. 1.000

|L 3 28.3 65.5 -192.5 | | B 66. -193. 66. -193. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.1 67.3 87.7 | | T 67. 79. 67. 88. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.1 103.3 -126.0 | | M 46. -126. 58. -126. 57. 38. 45. 0. 0. 0. 28. 1.000

|L 3 28.1 -58.2 -204.0 | | B -45. -204. -58. -204. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 29.1 -60.2 -100.0 | | T -11. -100. -60. -100. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 29.1 -106.9 -96.3 | | M -11. -96. -60. -96. 57. 35. -47. 0. 0. 0. 29. 1.000

|L 3 29.1 60.2 -90.8 | | B 8. -61. 60. -91. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 3 27.5 -56.9 241.4 | | T -13. 241. -57. 241. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 3 27.7 -101.6 -128.4 | | M -14. -128. -57. -128. 57. 35. -44. 0. 0. 0. 28. 1.000

|L 3 27.5 56.9 -315.7 | | B 11. -316. 57. -316. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 3 28.0 120.1 87.4 | | T 120. 79. 120. 87. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.0 120.1 -123.9 | | M 63. -124. 63. -124. 57. 51. 46. 0. 0. 0. 28. 1.000

|L 3 28.0 -81.5 -200.8 | | B -81. -201. -81. -201. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.4 -145.3 88.6 | | T -145. 66. -145. 89. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.1 -103.4 -124.2 | | M -13. -124. -58. -124. 57. 35. -45. 0. 0. 0. 28. 1.000

|L 3 28.1 58.3 -199.8 | | B 11. -200. 58. -200. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.7 -57.3 179.5 | | T -14. 179. -57. 179. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.7 57.3 -276.1 | | B 12. -276. 57. -276. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 28.3 -104.0 -122.0 | | M -53. -122. -59. -122. 57. 46. -45. 0. 0. 0. 28. 1.000

|L 3 28.0 102.9 -126.4 | | M 45. -126. 58. -126. 57. 38. 45. 0. 0. 0. 28. 1.000

|L 3 28.0 -57.9 -207.2 | | B -44. -207. -58. -207. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 3 27.3 -56.6 244.6 | | T -14. 245. -57. 245. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 3 27.3 -100.5 -127.6 | | M -14. -128. -57. -128. 57. 35. -44. 0. 0. 0. 27. 1.000

|L 3 27.3 56.6 -318.8 | | B 12. -319. 57. -319. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 3 27.9 119.1 -124.3 | | M 62. -124. 62. -124. 57. 51. 46. 0. 0. 0. 28. 1.000

|L 3 27.9 -80.6 -203.8 | | B -81. -204. -81. -204. 0. 0. 0. 0. 0. 0. 28. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 48.8 -103.2 207.6 | | T -103. 208. -103. 208. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 48.8 -179.4 153.2 | | M -7. 153. -101. 153. 57. 35. -78. 0. 0. 0. 49. 1.000

|L 2 48.8 101.1 -152.3 | | B 4. -61. 101. -152. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 49.9 -103.3 -168.1 | | T -4. -168. -103. -168. 0. 0. 0. 0. 0. 0. 50. 1.000

|L 2 49.8 -183.1 155.4 | | M -5. 46. -103. 155. 57. 35. -80. 0. 0. 0. 50. 1.000

|L 2 49.9 103.3 155.8 | | B 1. 122. 103. 156. 0. 0. 0. 0. 0. 0. 50. 1.000

|L 2 47.8 -99.0 407.0 | | T -9. 407. -99. 407. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 47.8 -175.7 236.4 | | M -9. 236. -99. 236. 57. 35. -77. 0. 0. 0. 48. 1.000

|L 2 47.8 99.0 -168.6 | | B 6. -169. 99. -169. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.8 -179.1 153.8 | | M -77. 154. -101. 154. 57. 35. -78. 0. 0. 0. 49. 1.000

|L 2 48.9 101.2 181.9 | | T 89. 182. 101. 182. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 48.9 179.6 152.7 | | M 89. 153. 101. 153. 57. 35. 78. 0. 0. 0. 49. 1.000

|L 2 48.9 -101.2 -152.5 | | B -54. -44. -101. -153. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 2 49.9 -183.5 -155.8 | | M -4. -114. -103. -156. 57. 35. -80. 0. 0. 0. 50. 1.000

|L 2 46.6 -96.5 538.9 | | T -10. 539. -96. 539. 0. 0. 0. 0. 0. 0. 47. 1.000

|L 2 46.6 -171.2 287.4 | | M -10. 287. -96. 287. 57. 35. -75. 0. 0. 0. 47. 1.000

|L 2 46.6 96.5 -235.2 | | B 8. -235. 96. -235. 0. 0. 0. 0. 0. 0. 47. 1.000

|L 2 48.6 -178.4 155.0 | | M -8. 155. -101. 155. 57. 35. -78. 0. 0. 0. 49. 1.000

|L 2 48.1 101.5 -150.2 | | B 102. -86. 102. -150. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.4 153.6 163.9 | | T 154. 164. 154. 164. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.6 178.7 154.4 | | M 89. 154. 101. 154. 57. 35. 78. 0. 0. 0. 49. 1.000

|L 2 48.4 -100.1 -150.9 | | B -93. -27. -100. -151. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 47.6 -174.7 238.1 | | M -10. 238. -98. 238. 57. 35. -76. 0. 0. 0. 48. 1.000

|L 2 48.5 -103.7 206.5 | | T -104. 207. -104. 206. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.5 -178.2 155.5 | | M -77. 155. -100. 155. 57. 35. -78. 0. 0. 0. 48. 1.000

|L 2 49.7 -102.8 -169.3 | | T -5. -169. -103. -169. 0. 0. 0. 0. 0. 0. 50. 1.000

|L 2 46.3 -170.3 289.0 | | M -10. 289. -96. 289. 57. 35. -74. 0. 0. 0. 46. 1.000

|L 2 47.9 -176.4 151.3 | | M -99. 151. -99. 151. 57. 44. -77. 0. 0. 0. 48. 1.000

|L 2 47.9 101.9 -149.4 | | B 102. -80. 102. -149. 0. 0. 0. 0. 0. 0. 48. 1.000

|L 2 48.1 176.8 150.1 | | M 94. 150. 100. 150. 57. 43. 77. 0. 0. 0. 48. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 65.6 -284.9 -204.7 | | M -4. -183. -136. -205. 66. 35. -149. 0. 0. 0. 66. 1.000

|L 1 65.2 151.3 -203.3 | | T 151. -7. 151. -203. 0. 0. 0. 0. 0. 0. 65. 1.000

|L 1 66.1 -136.9 -411.2 | | T -4. -411. -137. -411. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 66.1 -287.2 -206.3 | | M -4. -181. -137. -206. 66. 35. -150. 0. 0. 0. 66. 1.000

|L 1 66.1 136.9 371.4 | | B 4. 371. 137. 371. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 63.5 -131.4 352.1 | | T -9. 352. -131. 352. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 63.5 -275.8 -267.3 | | M -9. -267. -131. -267. 66. 35. -144. 0. 0. 0. 63. 1.000

|L 1 63.5 131.4 -548.2 | | B 9. -548. 131. -548. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 64.4 280.1 -201.1 | | M 133. -68. 133. -201. 66. 48. 147. 0. 0. 0. 64. 1.000

|L 1 66.0 -136.7 -665.6 | | T -3. -666. -137. -666. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 66.0 -286.9 271.6 | | M -3. 272. -137. 272. 66. 35. -150. 0. 0. 0. 66. 1.000

|L 1 66.0 136.7 679.0 | | B 2. 679. 137. 679. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 61.7 -127.6 606.5 | | T -11. 606. -128. 606. 0. 0. 0. 0. 0. 0. 62. 1.000

127

|L 1 61.7 -267.8 -346.7 | | M -11. -347. -128. -347. 66. 35. -140. 0. 0. 0. 62. 1.000

|L 1 61.7 127.6 -853.9 | | B 11. -854. 128. -854. 0. 0. 0. 0. 0. 0. 62. 1.000

|L 1 63.3 401.0 -197.4 | | B 401. -53. 401. -197. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 64.5 256.2 201.1 | | T 256. 8. 256. 201. 0. 0. 0. 0. 0. 0. 64. 1.000

|L 1 64.5 -389.1 -201.1 | | M -184. -122. -184. -201. 66. 57. -161. 0. 0. 0. 64. 1.000

|L 1 63.0 -273.5 -267.7 | | M -9. -268. -130. -268. 66. 35. -143. 0. 0. 0. 63. 1.000

|L 1 64.6 -280.8 -201.7 | | M -132. -107. -134. -202. 66. 46. -147. 0. 0. 0. 65. 1.000

|L 1 65.5 -135.6 -671.2 | | T -3. -671. -136. -671. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 65.5 -284.6 272.4 | | M -3. 272. -136. 272. 66. 35. -149. 0. 0. 0. 66. 1.000

|L 1 65.5 135.6 681.1 | | B 2. 681. 136. 681. 0. 0. 0. 0. 0. 0. 66. 1.000

|L 1 61.1 -265.6 -347.0 | | M -11. -347. -127. -347. 66. 35. -139. 0. 0. 0. 61. 1.000

|L 1 62.7 401.1 -195.7 | | B 401. -51. 401. -196. 0. 0. 0. 0. 0. 0. 63. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P15 num. 15 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 12.2 25.3 696.1 | | T 7. 696. 25. 696. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.0 -138.7 -635.9 | | B -139. -636. -139. -636. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 -25.1 -604.2 | | B -21. -604. -25. -604. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 -84.0 569.4 | | T -84. 569. -84. 569. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 53.2 -559.6 | | B 53. -560. 53. -560. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.0 150.5 614.6 | | T 151. 615. 151. 615. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 11.8 24.5 475.0 | | T 0. 475. 25. 475. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 11.8 -43.5 -224.6 | | M -14. -225. -25. -225. 57. 35. -19. 0. 0. 0. 12. 1.000

|L 3 11.8 -24.5 -561.4 | | B -14. -561. -25. -561. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 -142.9 556.5 | | T -143. 556. -143. 556. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 -25.3 -599.5 | | B -22. -599. -25. -599. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 101.8 -525.1 | | B 102. -525. 102. -525. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.0 60.2 -254.4 | | M 60. -254. 60. -254. 57. 71. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 -25.2 -603.8 | | B -20. -604. -25. -604. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 -85.8 568.1 | | T -86. 568. -86. 568. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 54.7 -559.3 | | B 55. -559. 55. -559. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 11.9 -24.5 473.8 | | T -2. 474. -25. 474. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 25.3 694.8 | | T 5. 695. 25. 695. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.2 -25.3 -599.2 | | B -21. -599. -25. -599. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 -144.6 555.2 | | T -145. 555. -145. 555. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 3 12.1 103.3 -524.9 | | B 103. -525. 103. -525. 0. 0. 0. 0. 0. 0. 12. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 29.7 61.4 557.5 | | T 38. 557. 61. 557. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.7 -109.0 310.3 | | M -39. 310. -61. 310. 57. 35. -48. 0. 0. 0. 30. 1.000

|L 2 29.6 -61.3 -209.9 | | B -34. -210. -61. -210. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.5 161.4 399.4 | | T 161. 399. 161. 399. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.3 -180.7 413.1 | | T -181. 413. -181. 413. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.3 -60.6 -238.1 | | B -30. -238. -61. -238. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.9 62.0 508.3 | | T 36. 508. 62. 508. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.9 -110.0 270.7 | | M -37. 271. -62. 271. 57. 35. -48. 0. 0. 0. 30. 1.000

|L 2 29.9 -62.0 -181.6 | | B -38. -182. -62. -182. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.7 -94.6 421.7 | | T -95. 422. -95. 422. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.7 61.5 -233.2 | | B 61. -233. 61. -233. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.5 -130.1 -186.3 | | B -130. -186. -130. -186. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.5 59.1 231.7 | | T 27. 232. 59. 232. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.5 104.9 -99.8 | | M 27. -100. 59. -100. 57. 35. 46. 0. 0. 0. 29. 1.000

|L 2 28.5 -59.1 -249.6 | | B -26. -250. -59. -250. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.3 125.9 -241.4 | | B 126. -241. 126. -241. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.9 245.6 375.9 | | T 246. 376. 246. 376. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.9 -192.6 -163.1 | | B -193. -163. -193. -163. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.6 -61.3 -205.5 | | B -33. -206. -61. -206. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.3 -60.6 -233.8 | | B -29. -234. -61. -234. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.9 62.0 507.1 | | T 35. 507. 62. 507. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.9 -62.0 -177.2 | | B -37. -177. -62. -177. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.7 -95.8 420.4 | | T -96. 420. -96. 420. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.7 62.0 -228.9 | | B 62. -229. 62. -229. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 28.6 59.1 230.3 | | T 25. 230. 59. 230. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.6 -104.9 -98.1 | | M -25. -98. -59. -98. 57. 35. -46. 0. 0. 0. 29. 1.000

|L 2 28.6 -59.1 -245.3 | | B -25. -245. -59. -245. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.7 61.4 556.1 | | T 36. 556. 61. 556. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 2 29.3 -181.9 411.9 | | T -182. 412. -182. 412. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.3 126.7 -237.0 | | B 127. -237. 127. -237. 0. 0. 0. 0. 0. 0. 29. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 42.1 87.1 361.3 | | T 32. 361. 87. 361. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 41.5 -286.6 -185.4 | | B -287. -185. -287. -185. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.1 -182.8 -212.3 | | M -32. -212. -87. -212. 66. 35. -96. 0. 0. 0. 42. 1.000

|L 1 40.9 84.7 -153.6 | | T 25. -154. 85. -154. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 40.6 -456.3 -207.6 | | B -456. -208. -456. -208. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 40.9 -84.7 127.7 | | B -29. 64. -85. 128. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 42.4 87.8 234.4 | | T 31. 234. 88. 234. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.4 -184.3 -178.5 | | M -32. -179. -88. -179. 66. 35. -96. 0. 0. 0. 42. 1.000

|L 1 42.4 -87.8 -365.5 | | B -32. -366. -88. -366. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.1 -182.9 -211.7 | | M -33. -212. -87. -212. 66. 35. -96. 0. 0. 0. 42. 1.000

|L 1 41.9 224.7 -130.6 | | B 225. -117. 225. -131. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 41.5 213.5 129.5 | | T 214. 102. 214. 130. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 41.5 -286.6 -129.5 | | M -121. -122. -121. -130. 66. 64. -104. 0. 0. 0. 42. 1.000

|L 1 39.6 82.0 -282.4 | | T 22. -282. 82. -282. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 39.6 -172.0 -136.0 | | M -27. -136. -82. -136. 66. 35. -90. 0. 0. 0. 40. 1.000

|L 1 39.6 -82.0 207.2 | | B -27. 207. -82. 207. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 42.1 87.2 364.3 | | T 32. 364. 87. 364. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.1 -87.2 -508.1 | | B -33. -508. -87. -508. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 41.1 395.1 -128.3 | | B 395. -94. 395. -128. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 40.6 336.1 142.9 | | T 336. 143. 336. 143. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 40.6 -182.5 -126.6 | | M -183. -118. -183. -127. 66. 70. 0. 0. 0. 0. 41. 1.000

|L 1 40.9 84.7 -156.7 | | T 24. -157. 85. -157. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 42.4 -184.2 -179.2 | | M -32. -179. -88. -179. 66. 35. -96. 0. 0. 0. 42. 1.000

|L 1 41.8 224.8 -130.5 | | B 225. -116. 225. -130. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 39.6 81.9 -285.3 | | T 22. -285. 82. -285. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 39.6 -171.9 -137.4 | | M -27. -137. -82. -137. 66. 35. -90. 0. 0. 0. 40. 1.000

|L 1 39.6 -81.9 208.0 | | B -27. 208. -82. 208. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 41.1 -281.8 -128.2 | | T -282. -64. -282. -128. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 1 41.1 395.2 -128.2 | | B 395. -93. 395. -128. 0. 0. 0. 0. 0. 0. 41. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

128

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P16 num. 16 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 6.0 -33.0 128.2 | | T -33. 128. -33. 128. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.0 49.4 -153.0 | | B 49. -153. 49. -153. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.2 -34.0 35.3 | | T -34. 35. -34. 35. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.2 50.5 -109.1 | | B 51. -109. 51. -109. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 -32.2 221.2 | | T -32. 221. -32. 221. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 20.9 87.8 | | M 21. 88. 21. 88. 57. 63. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 48.3 -196.8 | | B 48. -197. 48. -197. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 -85.1 110.6 | | T -85. 111. -85. 111. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 -34.0 -46.3 | | M -34. -46. -34. -46. 57. 71. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 84.7 -115.6 | | B 85. -116. 85. -116. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 19.6 144.2 | | T 20. 144. 20. 144. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 46.3 -223.7 | | B 46. -224. 46. -224. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 13.7 -189.3 | | B 14. -189. 14. -189. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 -34.0 -29.4 | | T -34. -29. -34. -29. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 -31.5 282.2 | | T -32. 282. -32. 282. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 19.9 112.9 | | M 20. 113. 20. 113. 57. 64. 0. 0. 0. 0. 6. 1.000

|L 3 6.5 -119.7 97.9 | | T -120. 98. -120. 98. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.5 107.0 -88.3 | | B 107. -88. 107. -88. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.5 54.3 155.1 | | T 54. 155. 54. 155. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.5 54.3 -84.7 | | M 33. -85. 33. -85. 57. 48. 12. 0. 0. 0. 6. 1.000

|L 3 5.5 -11.5 -211.7 | | B -11. -212. -11. -212. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 20.9 88.5 | | M 21. 88. 21. 88. 57. 63. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 19.2 146.0 | | T 19. 146. 19. 146. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 -34.4 -27.6 | | T -34. -28. -34. -28. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.5 53.9 156.9 | | T 54. 157. 54. 157. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.5 53.9 -85.1 | | M 33. -85. 33. -85. 57. 48. 12. 0. 0. 0. 5. 1.000

|L 3 5.5 -11.4 -212.8 | | B -11. -213. -11. -213. 0. 0. 0. 0. 0. 0. 5. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 18.5 -62.6 175.8 | | T -63. 176. -63. 176. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 18.6 -68.2 69.9 | | M -30. 70. -38. 70. 57. 54. -30. 0. 0. 0. 19. 1.000

|L 2 18.5 57.3 -159.6 | | B 57. -160. 57. -160. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 19.3 -143.2 213.9 | | T -143. 214. -143. 214. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.4 -71.3 -64.4 | | M -31. -64. -40. -64. 57. 53. -31. 0. 0. 0. 19. 1.000

|L 2 19.1 58.7 -79.9 | | B 59. -80. 59. -80. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 17.8 -61.2 319.2 | | T -61. 319. -61. 319. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 17.9 -65.7 127.2 | | M -29. 127. -37. 127. 57. 55. -29. 0. 0. 0. 18. 1.000

|L 2 17.8 56.0 -239.4 | | B 56. -239. 56. -239. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 19.4 -142.9 212.8 | | T -143. 213. -143. 213. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.3 -60.1 -89.4 | | M -60. -89. -60. -89. 57. 64. 0. 0. 0. 0. 19. 1.000

|L 2 19.3 104.6 -223.6 | | B 105. -224. 105. -224. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 17.7 36.6 136.6 | | T 19. 137. 37. 137. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 17.7 64.9 65.3 | | M 19. 65. 37. 65. 57. 35. 28. 0. 0. 0. 18. 1.000

|L 2 17.7 36.6 -94.8 | | B 10. -95. 37. -95. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 19.4 -62.4 -68.6 | | T -62. -69. -62. -69. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 17.1 -58.1 410.2 | | T -58. 410. -58. 410. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 17.2 -63.1 163.6 | | M -28. 164. -36. 164. 57. 54. -28. 0. 0. 0. 17. 1.000

|L 2 17.1 52.9 -288.4 | | B 53. -288. 53. -288. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 19.7 -194.9 234.8 | | T -195. 235. -195. 235. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.7 -79.6 -104.8 | | M -80. -105. -80. -105. 57. 68. 0. 0. 0. 0. 20. 1.000

|L 2 19.7 134.0 -262.1 | | B 134. -262. 134. -262. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 16.8 74.9 106.7 | | T 75. 107. 75. 107. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 16.8 79.7 65.0 | | M 49. 65. 49. 65. 57. 41. 30. 0. 0. 0. 17. 1.000

|L 2 16.8 -34.8 -50.5 | | B -24. -48. -35. -50. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 18.5 -67.8 70.3 | | M -30. 70. -38. 70. 57. 55. -30. 0. 0. 0. 18. 1.000

|L 2 19.1 -63.8 57.4 | | T -64. 32. -64. 57. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.1 -70.3 -57.9 | | M -31. -58. -40. -58. 57. 54. -31. 0. 0. 0. 19. 1.000

|L 2 17.8 -65.4 127.7 | | M -29. 128. -37. 128. 57. 55. -29. 0. 0. 0. 18. 1.000

|L 2 17.6 36.4 137.6 | | T 19. 138. 36. 138. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 17.6 64.6 65.5 | | M 19. 65. 36. 65. 57. 35. 28. 0. 0. 0. 18. 1.000

|L 2 17.6 36.4 -95.5 | | B 10. -95. 36. -95. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 19.3 -62.6 -67.6 | | T -63. -68. -63. -68. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 17.1 -62.7 164.1 | | M -28. 164. -35. 164. 57. 54. -27. 0. 0. 0. 17. 1.000

|L 2 16.7 74.6 107.7 | | T 75. 108. 75. 108. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 16.7 79.3 65.2 | | M 49. 65. 49. 65. 57. 41. 30. 0. 0. 0. 17. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 30.8 -63.7 116.6 | | T -50. 117. -64. 117. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 30.8 -133.7 -92.4 | | M -50. -87. -64. -92. 66. 35. -70. 0. 0. 0. 31. 1.000

|L 1 30.8 63.7 -161.0 | | B 50. -161. 64. -161. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 32.4 -67.0 -203.8 | | T -55. -204. -67. -204. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 32.4 140.7 -143.4 | | M 58. -143. 67. -143. 66. 35. 74. 0. 0. 0. 32. 1.000

|L 1 29.5 -61.1 308.0 | | T -47. 308. -61. 308. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 29.5 -128.2 123.2 | | M -47. 123. -61. 123. 66. 35. -67. 0. 0. 0. 30. 1.000

|L 1 29.5 61.1 -284.1 | | B 44. -284. 61. -284. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 32.9 -169.7 98.7 | | T -170. 51. -170. 99. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.9 220.8 -123.5 | | B 221. -123. 221. -123. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 28.5 69.3 182.8 | | T 69. 183. 69. 183. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 28.7 -137.8 -86.0 | | M -70. -81. -70. -86. 66. 47. -68. 0. 0. 0. 29. 1.000

|L 1 28.7 -122.5 -198.8 | | B -123. -199. -123. -199. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 32.4 67.0 97.2 | | B 58. 44. 67. 97. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 28.1 -58.2 433.9 | | T -44. 434. -58. 434. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 28.1 -122.1 173.5 | | M -44. 174. -58. 174. 66. 35. -64. 0. 0. 0. 28. 1.000

|L 1 28.1 58.2 -365.7 | | B 41. -366. 58. -366. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 33.8 -248.1 101.3 | | T -248. 6. -248. 101. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.8 334.7 -101.3 | | B 335. -98. 335. -101. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 26.6 149.8 224.7 | | T 150. 225. 150. 225. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 1 26.6 -236.9 89.9 | | M -104. 90. -104. 90. 66. 63. -72. 0. 0. 0. 27. 1.000

|L 1 26.6 -236.9 -223.4 | | B -237. -223. -237. -223. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 1 30.7 -63.4 117.3 | | T -51. 117. -63. 117. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.9 -66.1 -95.8 | | T -54. -74. -66. -96. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 31.9 138.7 -95.8 | | M 55. -74. 66. -96. 66. 35. 73. 0. 0. 0. 32. 1.000

|L 1 29.4 -60.8 308.6 | | T -47. 309. -61. 309. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 29.4 -127.6 123.4 | | M -47. 123. -61. 123. 66. 35. -67. 0. 0. 0. 29. 1.000

|L 1 28.0 -57.9 434.4 | | T -44. 434. -58. 434. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 1 28.0 -121.5 173.8 | | M -44. 174. -58. 174. 66. 35. -64. 0. 0. 0. 28. 1.000

|L 1 33.6 -248.2 100.9 | | T -248. 7. -248. 101. 0. 0. 0. 0. 0. 0. 34. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P17 num. 17 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

129

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 4.2 67.3 148.7 | | T 67. 149. 67. 149. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 -36.2 59.5 | | M -36. 59. -36. 59. 57. 77. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 -90.6 -88.9 | | B -91. -89. -91. -89. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 67.2 -50.4 | | T 67. -50. 67. -50. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -90.3 12.8 | | B -90. 13. -90. 13. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 16.1 64.5 | | T 16. 65. 16. 65. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 -61.2 -27.0 | | M -34. -27. -34. -27. 57. 56. -10. 0. 0. 0. 4. 1.000

|L 3 4.0 -61.2 -67.5 | | B -61. -67. -61. -67. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 118.7 33.7 | | T 119. 34. 119. 34. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 -48.0 22.1 | | M -48. 22. -48. 22. 57. 80. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 -120.0 -13.4 | | B -120. -9. -120. -13. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 66.6 -117.5 | | T 67. -117. 67. -117. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -91.0 -86.9 | | B -91. -87. -91. -87. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -87.6 47.2 | | B -88. 47. -88. 47. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 66.9 214.3 | | T 67. 214. 67. 214. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 -35.2 85.7 | | M -35. 86. -35. 86. 57. 76. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 -88.1 -122.4 | | B -88. -122. -88. -122. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 -18.5 74.1 | | T -18. 74. -18. 74. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 -40.0 -34.6 | | M -31. -35. -31. -35. 57. 38. -9. 0. 0. 0. 4. 1.000

|L 3 3.8 -39.1 -86.5 | | B -39. -87. -39. -87. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.6 152.3 22.8 | | T 152. 23. 152. 23. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -136.9 13.9 | | B -137. 11. -137. 14. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.3 67.9 146.4 | | T 68. 146. 68. 146. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -36.4 58.6 | | M -36. 59. -36. 59. 57. 76. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -90.9 -36.1 | | B -91. -36. -91. -36. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 67.8 -52.6 | | T 68. -53. 68. -53. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 -90.9 14.7 | | B -91. 15. -91. 15. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 16.7 62.3 | | T 17. 62. 17. 62. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 -61.6 -26.2 | | M -34. -26. -34. -26. 57. 56. -10. 0. 0. 0. 4. 1.000

|L 3 4.1 -61.6 -65.5 | | B -62. -66. -62. -66. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.6 119.3 31.5 | | T 119. 32. 119. 32. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -48.2 21.7 | | M -48. 22. -48. 22. 57. 80. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -120.4 -13.7 | | B -120. -7. -120. -14. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.4 67.2 -119.8 | | T 67. -120. 67. -120. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 -35.2 -57.5 | | M -35. -58. -35. -58. 57. 76. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 -88.1 49.1 | | B -88. 49. -88. 49. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 67.5 212.1 | | T 67. 212. 67. 212. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -35.4 84.8 | | M -35. 85. -35. 85. 57. 76. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -88.5 -120.3 | | B -88. -120. -88. -120. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.9 -17.9 71.8 | | T -18. 72. -18. 72. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.9 -40.2 -33.8 | | M -31. -34. -31. -34. 57. 39. -9. 0. 0. 0. 4. 1.000

|L 3 3.9 -39.5 -84.6 | | B -39. -85. -39. -85. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.7 152.9 20.4 | | T 153. 20. 153. 20. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.7 -137.3 14.2 | | B -137. 13. -137. 14. 0. 0. 0. 0. 0. 0. 5. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 12.2 122.9 215.5 | | T 123. 215. 123. 215. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.2 -134.1 -198.4 | | B -134. -198. -134. -198. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.4 122.8 -115.6 | | T 123. -116. 123. -116. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.4 -134.0 51.4 | | B -134. 51. -134. 51. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.3 -128.9 136.5 | | B -129. 137. -129. 137. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.6 37.1 34.7 | | T 37. 16. 37. 35. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.6 -62.3 -34.7 | | M -32. -29. -32. -35. 57. 52. -21. 0. 0. 0. 12. 1.000

|L 2 13.0 209.0 84.1 | | T 209. 84. 209. 84. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.0 83.6 -52.8 | | M 84. -53. 84. -53. 57. 73. 0. 0. 0. 0. 13. 1.000

|L 2 13.0 -206.1 -118.2 | | B -206. -118. -206. -118. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.3 117.9 -227.6 | | T 118. -228. 118. -228. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.9 118.2 324.1 | | T 118. 324. 118. 324. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.9 -51.7 129.6 | | M -52. 130. -52. 130. 57. 70. 0. 0. 0. 0. 12. 1.000

|L 2 11.9 -129.2 -279.7 | | B -129. -280. -129. -280. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 10.9 -41.9 -32.7 | | M -24. -9. -24. -33. 57. 35. -18. 0. 0. 0. 11. 1.000

|L 2 10.9 -22.5 32.7 | | B -10. 3. -23. 33. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 13.2 261.2 105.3 | | T 261. 105. 261. 105. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.2 104.5 -61.4 | | M 104. -61. 104. -61. 57. 75. 0. 0. 0. 0. 13. 1.000

|L 2 13.2 -248.9 -146.0 | | B -249. -146. -249. -146. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.4 123.3 214.2 | | T 123. 214. 123. 214. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.4 -134.4 -196.8 | | B -134. -197. -134. -197. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.6 123.2 -116.8 | | T 123. -117. 123. -117. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.6 -134.3 52.9 | | B -134. 53. -134. 53. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.5 -129.2 137.9 | | B -129. 138. -129. 138. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.5 118.2 -228.8 | | T 118. -229. 118. -229. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.1 118.4 323.0 | | T 118. 323. 118. 323. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.1 -51.8 129.2 | | M -52. 129. -52. 129. 57. 70. 0. 0. 0. 0. 12. 1.000

|L 2 12.1 -129.5 -278.2 | | B -130. -278. -130. -278. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.1 -42.1 -33.3 | | M -24. -10. -24. -33. 57. 35. -18. 0. 0. 0. 11. 1.000

|L 2 11.1 -23.0 33.3 | | B -10. 4. -23. 33. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 13.5 261.7 104.2 | | T 262. 104. 262. 104. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.5 104.7 -61.3 | | M 105. -61. 105. -61. 57. 75. 0. 0. 0. 0. 13. 1.000

|L 2 13.5 -249.2 -144.6 | | B -249. -145. -249. -145. 0. 0. 0. 0. 0. 0. 13. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 20.6 97.3 -76.1 | | M 54. -76. 54. -76. 62. 35. 43. 0. 0. 0. 21. 1.000

|L 1 20.9 43.3 62.8 | | B 0. 0. 43. 63. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 20.6 61.3 -168.1 | | T 61. -168. 61. -168. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 20.3 61.5 162.3 | | T 61. 162. 61. 162. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.3 96.5 121.7 | | M 54. 122. 54. 122. 62. 35. 43. 0. 0. 0. 20. 1.000

|L 1 19.3 40.0 58.5 | | T 4. 59. 40. 59. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 19.3 77.8 58.3 | | M 4. 58. 40. 58. 62. 35. 38. 0. 0. 0. 19. 1.000

|L 1 21.6 118.9 -65.0 | | T 119. -65. 119. -65. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 21.6 141.1 -64.8 | | M 89. -26. 89. -65. 62. 37. 52. 0. 0. 0. 22. 1.000

|L 1 21.6 44.7 64.8 | | B 0. 0. 45. 65. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 20.3 59.1 -278.6 | | T 59. -279. 59. -279. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.3 94.9 -142.8 | | M 52. -143. 52. -143. 62. 35. 43. 0. 0. 0. 20. 1.000

|L 1 19.7 59.4 272.2 | | T 59. 272. 59. 272. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 19.7 93.5 186.9 | | M 52. 187. 52. 187. 62. 35. 42. 0. 0. 0. 20. 1.000

|L 1 18.1 -37.5 99.4 | | T -36. 99. -37. 99. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 18.1 -72.9 81.4 | | M -36. 81. -37. 81. 62. 35. -35. 0. 0. 0. 18. 1.000

|L 1 18.1 37.5 54.3 | | B 0. 0. 37. 54. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 21.9 155.0 -106.4 | | T 155. -106. 155. -106. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 21.9 166.7 -65.7 | | M 111. -43. 111. -66. 62. 40. 56. 0. 0. 0. 22. 1.000

|L 1 21.9 45.3 65.7 | | B 0. 0. 45. 66. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 20.9 98.2 -75.9 | | M 54. -76. 54. -76. 62. 35. 44. 0. 0. 0. 21. 1.000

|L 1 20.9 61.5 -168.4 | | T 61. -168. 61. -168. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 20.6 61.6 162.0 | | T 62. 162. 62. 162. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 20.6 97.3 121.8 | | M 54. 122. 54. 122. 62. 35. 43. 0. 0. 0. 21. 1.000

|L 1 20.6 59.2 -278.9 | | T 59. -279. 59. -279. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 20.6 95.7 -142.6 | | M 53. -143. 53. -143. 62. 35. 43. 0. 0. 0. 21. 1.000

|L 1 20.0 59.5 271.9 | | T 60. 272. 60. 272. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.0 94.3 187.1 | | M 52. 187. 52. 187. 62. 35. 42. 0. 0. 0. 20. 1.000

|L 1 18.4 -38.1 99.1 | | T -36. 99. -38. 99. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 18.4 -74.1 81.6 | | M -36. 82. -38. 82. 62. 35. -36. 0. 0. 0. 18. 1.000

|L 1 18.4 38.1 55.2 | | B 0. 0. 38. 55. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 22.2 155.0 -106.7 | | T 155. -107. 155. -107. 0. 0. 0. 0. 0. 0. 22. 1.000

130

|L 1 22.2 167.5 -66.6 | | M 111. -43. 111. -67. 62. 39. 56. 0. 0. 0. 22. 1.000

|L 1 22.2 45.9 66.6 | | B 0. 0. 46. 67. 0. 0. 0. 0. 0. 0. 22. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P18 num. 18 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 4 6.5 98.7 122.8 | | T 99. 123. 99. 123. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.5 98.6 -59.2 | | T 99. -59. 99. -59. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.5 98.7 -23.4 | | T 99. -23. 99. -23. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.5 98.8 87.5 | | T 99. 88. 99. 88. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.5 13.5 -124.6 | | B 3. -125. 14. -125. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.3 61.9 36.7 | | T 62. 37. 62. 37. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.3 61.9 19.0 | | M 45. 18. 45. 19. 47. 41. 10. 0. 0. 0. 6. 1.000

|L 4 6.3 20.7 -27.2 | | B 21. -27. 21. -27. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.7 135.9 31.8 | | T 136. 32. 136. 32. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.7 -16.0 -24.1 | | B -16. -24. -16. -24. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.2 37.1 37.9 | | T 37. 38. 37. 38. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.2 44.5 18.5 | | M 36. 16. 36. 19. 47. 35. 9. 0. 0. 0. 6. 1.000

|L 4 6.2 33.2 -28.8 | | B 33. -29. 33. -29. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.9 160.4 29.8 | | T 160. 30. 160. 30. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.9 -27.3 -22.1 | | B -27. -22. -27. -22. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.5 98.8 34.2 | | T 99. 34. 99. 34. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.5 13.5 -85.5 | | B 2. -86. 14. -86. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.3 20.2 -29.4 | | B 20. -29. 20. -29. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.2 44.3 18.5 | | M 35. 18. 35. 19. 47. 35. 9. 0. 0. 0. 6. 1.000

|L 4 6.2 32.8 -31.1 | | B 33. -31. 33. -31. 0. 0. 0. 0. 0. 0. 6. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 15.9 -90.2 79.0 | | T -90. 79. -90. 79. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 64.7 47.5 | | M 38. 9. 38. 48. 57. 42. 27. 0. 0. 0. 16. 1.000

|L 3 15.9 95.5 -47.6 | | B 95. -34. 95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -90.3 -47.4 | | T -90. -43. -90. -47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 95.5 47.4 | | B 95. 14. 95. 47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 38.2 52.7 | | M 38. 53. 38. 53. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -190.7 47.5 | | T -191. 35. -191. 47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 150.1 -47.5 | | B 150. -34. 150. -47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -89.5 -84.4 | | T -89. -84. -89. -84. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 37.1 -57.4 | | M 37. -57. 37. -57. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -89.3 119.1 | | T -89. 119. -89. 119. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 37.1 70.4 | | M 37. 70. 37. 70. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 92.7 -50.4 | | B 93. -50. 93. -50. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -191.4 47.4 | | T -191. 32. -191. 47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 150.6 -47.4 | | B 151. -32. 151. -47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 64.7 47.6 | | M 38. 13. 38. 48. 57. 42. 27. 0. 0. 0. 16. 1.000

|L 3 15.9 94.9 -47.6 | | B 95. -12. 95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -89.6 -47.5 | | T -90. -40. -90. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 94.9 47.5 | | B 95. 12. 95. 48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -89.5 82.5 | | T -89. 82. -89. 82. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 37.9 53.8 | | M 38. 54. 38. 54. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 94.8 -47.6 | | B 95. -37. 95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -150.8 47.5 | | T -151. 30. -151. 48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 129.6 -47.5 | | B 130. -26. 130. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -88.6 122.5 | | T -89. 123. -89. 123. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 36.8 71.4 | | M 37. 71. 37. 71. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 92.1 -52.9 | | B 92. -53. 92. -53. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 59.2 47.6 | | M 34. 10. 34. 48. 57. 35. 26. 0. 0. 0. 16. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 27.3 -115.1 81.8 | | T -115. 23. -115. 82. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.3 127.7 -123.3 | | B 128. -123. 128. -123. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.2 -115.1 -115.9 | | T -115. -116. -115. -116. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.0 122.9 -179.3 | | B 123. -179. 123. -179. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.2 127.7 81.7 | | B 128. 47. 128. 82. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.3 -115.1 161.4 | | T -115. 161. -115. 161. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.4 56.6 82.1 | | M 53. 81. 57. 82. 57. 63. 0. 0. 0. 0. 27. 1.000

|L 2 27.7 -204.3 83.2 | | T -204. 16. -204. 83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.7 205.1 -83.2 | | B 205. -29. 205. -83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.0 -110.5 253.1 | | T -110. 253. -110. 253. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.0 122.5 -180.7 | | B 123. -181. 123. -181. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.8 -110.5 -209.2 | | T -110. -209. -110. -209. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.8 55.6 -115.8 | | M 52. -116. 56. -116. 57. 62. 0. 0. 0. 0. 27. 1.000

|L 2 26.8 122.9 104.9 | | B 123. 105. 123. 105. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.0 55.9 113.2 | | M 52. 113. 56. 113. 57. 62. 0. 0. 0. 0. 27. 1.000

|L 2 27.7 -259.1 83.0 | | T -259. 11. -259. 83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.7 -103.7 -83.0 | | M -104. -23. -104. -83. 57. 69. 0. 0. 0. 0. 28. 1.000

|L 2 27.7 251.9 -83.0 | | B 252. -23. 252. -83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 26.2 54.2 78.6 | | T 39. 35. 54. 79. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.2 96.2 -78.6 | | M 39. -53. 54. -79. 57. 35. 42. 0. 0. 0. 26. 1.000

|L 2 26.2 -54.2 -78.6 | | B -7. -53. -54. -79. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 27.3 127.4 81.8 | | B 127. 46. 127. 82. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.4 -114.7 163.4 | | T -115. 163. -115. 163. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.4 127.4 -124.9 | | B 127. -125. 127. -125. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.8 -203.8 83.3 | | T -204. 18. -204. 83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.8 204.7 -83.3 | | B 205. -31. 205. -83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.0 -110.0 255.1 | | T -110. 255. -110. 255. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.7 -258.7 83.2 | | T -259. 13. -259. 83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.7 -103.5 -83.2 | | M -103. -24. -103. -83. 57. 69. 0. 0. 0. 0. 28. 1.000

|L 2 27.7 251.4 -83.2 | | B 251. -24. 251. -83. 0. 0. 0. 0. 0. 0. 28. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 39.0 -156.9 -116.9 | | M -64. -15. -81. -117. 62. 35. -76. 0. 0. 0. 39. 1.000

|L 1 39.1 80.9 117.2 | | B 0. 0. 81. 117. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 38.8 -80.4 -158.1 | | T -64. -158. -80. -158. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 39.1 -80.9 127.0 | | T -63. 127. -81. 127. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 39.1 -157.3 123.1 | | M -63. 123. -81. 123. 62. 35. -76. 0. 0. 0. 39. 1.000

|L 1 39.9 -124.3 119.7 | | T -124. 10. -124. 120. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 40.0 82.7 119.9 | | B 0. 0. 83. 120. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 38.1 -153.5 -114.3 | | M -61. -105. -79. -114. 62. 35. -75. 0. 0. 0. 38. 1.000

|L 1 38.4 79.5 115.2 | | B 0. 0. 79. 115. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.1 -78.8 -252.7 | | T -61. -253. -79. -253. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.4 -79.5 221.8 | | T -61. 222. -79. 222. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.4 -154.6 179.1 | | M -61. 179. -79. 179. 62. 35. -75. 0. 0. 0. 38. 1.000

131

|L 1 39.8 -162.4 119.5 | | T -162. 27. -162. 119. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 36.6 147.5 -109.9 | | M 40. -58. 76. -110. 62. 35. 72. 0. 0. 0. 37. 1.000

|L 1 36.6 75.8 109.9 | | B 0. 0. 76. 110. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 39.0 -80.7 -116.9 | | T -64. -15. -81. -117. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 38.9 -80.5 -157.2 | | T -64. -157. -81. -157. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 40.0 -124.2 119.9 | | T -124. 11. -124. 120. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 38.1 -78.9 -251.9 | | T -61. -252. -79. -252. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 39.9 -162.3 119.6 | | T -162. 28. -162. 120. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 36.6 75.8 -109.9 | | T 40. -58. 76. -110. 0. 0. 0. 0. 0. 0. 37. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P19 num. 19 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 4 6.4 -96.7 121.7 | | T -97. 122. -97. 122. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.3 -96.5 -58.8 | | T -96. -59. -96. -59. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.4 -96.7 86.0 | | T -97. 86. -97. 86. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.4 13.2 -121.7 | | B 0. -122. 13. -122. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.6 -134.0 29.3 | | T -134. 29. -134. 29. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.6 18.3 -21.0 | | B 18. -21. 18. -21. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.1 -59.2 34.3 | | T -59. 34. -59. 34. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.1 -18.8 -24.1 | | B -19. -24. -19. -24. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.3 -96.3 -63.1 | | T -96. -63. -96. -63. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.4 -13.2 -119.3 | | B -1. -119. -13. -119. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.7 -158.8 27.3 | | T -159. 27. -159. 27. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.7 30.0 -20.2 | | B 30. -19. 30. -20. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 4 6.0 -34.3 35.6 | | T -34. 36. -34. 36. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.0 -41.8 17.9 | | M -33. 16. -33. 18. 47. 35. -9. 0. 0. 0. 6. 1.000

|L 4 6.0 -31.6 -25.8 | | B -32. -26. -32. -26. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.4 -96.7 31.8 | | T -97. 32. -97. 32. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.4 13.2 -23.7 | | B 0. -24. 13. -24. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.4 -96.6 -22.4 | | T -97. -22. -97. -22. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.4 13.2 35.1 | | B 0. 35. 13. 35. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.1 -18.2 -26.5 | | B -18. -26. -18. -26. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 6.0 -41.6 18.0 | | M -33. 17. -33. 18. 47. 35. -9. 0. 0. 0. 6. 1.000

|L 4 6.0 -31.1 -28.1 | | B -31. -28. -31. -28. 0. 0. 0. 0. 0. 0. 6. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 15.9 87.9 78.0 | | T 88. 78. 88. 78. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -65.7 47.8 | | M -39. 8. -39. 48. 57. 41. -27. 0. 0. 0. 16. 1.000

|L 3 15.9 -94.9 -47.6 | | B -95. -7. -95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 88.1 -47.5 | | T 88. -45. 88. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -94.9 47.5 | | B -95. 17. -95. 48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -37.9 53.1 | | M -38. 53. -38. 53. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -94.8 -47.7 | | B -95. -32. -95. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 149.5 47.3 | | T 150. 25. 150. 47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -129.8 -47.3 | | B -130. -21. -130. -47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 87.1 -86.4 | | T 87. -86. 87. -86. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -36.9 -57.4 | | M -37. -57. -37. -57. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 86.8 118.4 | | T 87. 118. 87. 118. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -36.8 70.9 | | M -37. 71. -37. 71. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -92.1 -48.0 | | B -92. -48. -92. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 16.0 -59.6 48.0 | | M -34. 15. -34. 48. 57. 35. -26. 0. 0. 0. 16. 1.000

|L 3 15.7 189.4 47.2 | | T 189. 31. 189. 47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.7 -150.4 -47.2 | | B -150. -30. -150. -47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -94.2 -47.7 | | B -94. -34. -94. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 87.4 -47.6 | | T 87. -41. 87. -48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -94.4 47.6 | | B -94. 14. -94. 48. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 87.2 81.6 | | T 87. 82. 87. 82. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -37.7 54.3 | | M -38. 54. -38. 54. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 16.0 -65.5 47.9 | | M -38. 11. -38. 48. 57. 41. -27. 0. 0. 0. 16. 1.000

|L 3 15.8 148.8 47.4 | | T 149. 29. 149. 47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -129.2 -47.4 | | B -129. -23. -129. -47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 86.1 121.9 | | T 86. 122. 86. 122. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -36.6 72.1 | | M -37. 72. -37. 72. 57. 66. 0. 0. 0. 0. 16. 1.000

|L 3 15.9 -91.6 -50.5 | | B -92. -51. -92. -51. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 16.0 -59.1 48.1 | | M -33. 12. -33. 48. 57. 35. -26. 0. 0. 0. 16. 1.000

|L 3 15.8 188.7 47.3 | | T 189. 34. 189. 47. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 3 15.8 -149.8 -47.3 | | B -150. -32. -150. -47. 0. 0. 0. 0. 0. 0. 16. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 27.6 258.3 82.9 | | T 258. 10. 258. 83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.6 -252.0 -82.9 | | B -252. -19. -252. -83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.4 113.7 -116.9 | | T 114. -117. 114. -117. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.5 -126.8 -120.4 | | B -127. -120. -127. -120. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.4 -127.3 82.3 | | B -127. 51. -127. 82. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.5 113.4 161.4 | | T 113. 161. 113. 161. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.6 -57.1 82.7 | | M -53. 82. -57. 83. 57. 62. 0. 0. 0. 0. 28. 1.000

|L 2 27.2 108.8 253.5 | | T 109. 254. 109. 254. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.2 -122.1 -176.8 | | B -122. -177. -122. -177. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.8 203.3 83.4 | | T 203. 16. 203. 83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.8 -205.0 -83.4 | | B -205. -26. -205. -83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.0 109.2 -210.3 | | T 109. -210. 109. -210. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.2 -121.7 -178.4 | | B -122. -178. -122. -178. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.0 -122.6 109.2 | | B -123. 109. -123. 109. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.2 -56.4 114.7 | | M -52. 115. -56. 115. 57. 61. 0. 0. 0. 0. 27. 1.000

|L 2 26.6 -55.1 79.9 | | T -40. 35. -55. 80. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.6 -97.9 -79.9 | | M -40. -50. -55. -80. 57. 35. -43. 0. 0. 0. 27. 1.000

|L 2 26.6 55.1 -79.9 | | B 7. -50. 55. -80. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.5 -126.8 82.4 | | B -127. 50. -127. 82. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.6 113.0 163.5 | | T 113. 164. 113. 164. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.6 -126.4 -121.9 | | B -126. -122. -126. -122. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.8 202.9 83.5 | | T 203. 18. 203. 83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.8 -204.5 -83.5 | | B -205. -27. -205. -83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.2 108.4 255.6 | | T 108. 256. 108. 256. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.7 257.9 83.0 | | T 258. 12. 258. 83. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 27.7 -251.6 -83.0 | | B -252. -21. -252. -83. 0. 0. 0. 0. 0. 0. 28. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 39.4 158.5 -118.1 | | M 59. -11. 81. -118. 62. 35. 77. 0. 0. 0. 39. 1.000

|L 1 39.4 81.7 131.2 | | T 59. 131. 82. 131. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 39.2 81.2 -154.3 | | T 59. -154. 81. -154. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 39.4 158.8 126.0 | | M 59. 126. 82. 126. 62. 35. 77. 0. 0. 0. 39. 1.000

132

|L 1 38.6 -155.6 -115.9 | | M -2. -37. -80. -116. 62. 35. -76. 0. 0. 0. 39. 1.000

|L 1 38.8 80.2 226.0 | | T 57. 226. 80. 226. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 40.1 189.7 120.2 | | M 105. 15. 105. 120. 62. 35. 85. 0. 0. 0. 40. 1.000

|L 1 38.4 79.5 -249.1 | | T 57. -249. 80. -249. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.5 154.9 -115.4 | | M 57. -103. 80. -115. 62. 35. 75. 0. 0. 0. 38. 1.000

|L 1 38.8 156.1 182.1 | | M 57. 182. 80. 182. 62. 35. 76. 0. 0. 0. 39. 1.000

|L 1 37.4 -150.7 -112.3 | | M -44. -54. -77. -112. 62. 35. -73. 0. 0. 0. 37. 1.000

|L 1 37.4 77.5 112.3 | | B 0. 0. 77. 112. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 39.8 217.2 119.5 | | M 128. 32. 128. 119. 62. 35. 89. 0. 0. 0. 40. 1.000

|L 1 39.4 81.5 -118.1 | | T 59. -11. 81. -118. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 39.3 81.3 -153.3 | | T 59. -153. 81. -153. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 38.6 -80.0 -115.9 | | T -2. -37. -80. -116. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 40.1 120.0 120.2 | | T 120. 15. 120. 120. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 38.5 79.7 -248.2 | | T 57. -248. 80. -248. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 37.4 -77.5 -112.3 | | T -44. -54. -77. -112. 0. 0. 0. 0. 0. 0. 37. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P20 num. 20 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 4.1 -59.9 203.1 | | T -60. 203. -60. 203. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 83.7 24.6 | | B 84. 25. 84. 25. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 83.7 -26.7 | | B 84. -27. 84. -27. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 -59.5 -62.4 | | T -60. -62. -60. -62. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 84.4 -76.3 | | B 84. -76. 84. -76. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 -59.4 139.0 | | T -59. 139. -59. 139. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 33.5 57.0 | | M 33. 57. 33. 57. 57. 76. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 83.7 -78.3 | | B 84. -78. 84. -78. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 -110.6 23.0 | | T -111. 23. -111. 23. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 45.2 19.0 | | M 45. 19. 45. 19. 57. 80. 0. 0. 0. 0. 4. 1.000

|L 3 4.4 113.1 13.1 | | B 113. 2. 113. 13. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.9 -8.0 53.8 | | T -8. 54. -8. 54. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.9 54.2 -56.1 | | B 54. -56. 54. -56. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 -59.2 -130.2 | | T -59. -130. -59. -130. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 81.8 -110.0 | | B 82. -110. 82. -110. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 81.3 59.5 | | B 81. 60. 81. 60. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 -59.1 205.4 | | T -59. 205. -59. 205. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 32.4 83.3 | | M 32. 83. 32. 83. 57. 76. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 81.1 -112.0 | | B 81. -112. 81. -112. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 -144.3 13.5 | | T -144. 12. -144. 14. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.5 -57.7 18.8 | | M -58. 19. -58. 19. 57. 84. 0. 0. 0. 0. 5. 1.000

|L 3 4.5 130.3 22.3 | | B 130. 22. 130. 22. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 3.7 26.5 63.4 | | T 26. 63. 26. 63. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.7 38.7 -30.0 | | M 30. -30. 30. -30. 57. 35. 9. 0. 0. 0. 4. 1.000

|L 3 3.7 32.1 -75.0 | | B 32. -75. 32. -75. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 -60.3 136.8 | | T -60. 137. -60. 137. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 84.4 26.7 | | B 84. 27. 84. 27. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.2 84.4 -24.8 | | B 84. -25. 84. -25. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -60.3 -64.5 | | T -60. -65. -60. -65. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 33.8 -33.1 | | M 34. -33. 34. -33. 57. 76. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 -111.6 20.7 | | T -112. 21. -112. 21. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 45.5 17.8 | | M 46. 18. 46. 18. 57. 79. 0. 0. 0. 0. 4. 1.000

|L 3 4.5 113.8 13.4 | | B 114. 4. 114. 13. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 -9.0 51.7 | | T -9. 52. -9. 52. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.0 54.9 -54.2 | | B 55. -54. 55. -54. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 -60.1 -132.4 | | T -60. -132. -60. -132. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 32.8 -60.0 | | M 33. -60. 33. -60. 57. 75. 0. 0. 0. 0. 4. 1.000

|L 3 4.3 82.0 61.5 | | B 82. 61. 82. 61. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 4.1 32.7 82.8 | | M 33. 83. 33. 83. 57. 75. 0. 0. 0. 0. 4. 1.000

|L 3 4.6 -145.3 13.9 | | T -145. 10. -145. 14. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -58.1 20.1 | | M -58. 20. -58. 20. 57. 83. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 130.9 24.2 | | B 131. 24. 131. 24. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 3.8 25.5 61.2 | | T 25. 61. 25. 61. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 38.9 -29.2 | | M 30. -29. 30. -29. 57. 35. 9. 0. 0. 0. 4. 1.000

|L 3 3.8 32.8 -73.1 | | B 33. -73. 33. -73. 0. 0. 0. 0. 0. 0. 4. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 11.9 -118.0 215.0 | | T -118. 215. -118. 215. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.1 127.0 -188.4 | | B 127. -188. 127. -188. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.1 -118.0 -119.3 | | T -118. -119. -118. -119. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.1 126.6 63.1 | | B 127. 63. 127. 63. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.0 121.8 149.0 | | B 122. 149. 122. 149. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.9 126.4 -189.8 | | B 126. -190. 126. -190. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.7 -203.7 81.9 | | T -204. 82. -204. 82. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.7 -81.5 -46.7 | | M -81. -47. -81. -47. 57. 73. 0. 0. 0. 0. 13. 1.000

|L 2 12.7 198.0 -107.0 | | B 198. -107. 198. -107. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 11.3 -31.8 33.8 | | T -32. 14. -32. 34. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 11.3 54.6 -33.8 | | B 55. -20. 55. -34. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 12.0 -113.4 -232.1 | | T -113. -232. -113. -232. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.6 -113.3 324.9 | | T -113. 325. -113. 325. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.6 48.7 130.0 | | M 49. 130. 49. 130. 57. 69. 0. 0. 0. 0. 12. 1.000

|L 2 11.6 121.7 -272.6 | | B 122. -273. 122. -273. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 13.0 -256.2 103.2 | | T -256. 103. -256. 103. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.0 -102.5 -55.0 | | M -102. -55. -102. -55. 57. 76. 0. 0. 0. 0. 13. 1.000

|L 2 13.0 240.9 -134.5 | | B 241. -135. 241. -135. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 10.6 30.0 -31.8 | | T 30. -11. 30. -32. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 10.6 45.0 31.8 | | M 27. 11. 27. 32. 57. 35. 18. 0. 0. 0. 11. 1.000

|L 2 12.2 -118.6 46.8 | | T -119. 47. -119. 47. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.2 127.0 -61.9 | | B 127. -62. 127. -62. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.3 -118.6 -120.3 | | T -119. -120. -119. -120. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.3 127.0 64.5 | | B 127. 65. 127. 65. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.1 -118.4 213.9 | | T -118. 214. -118. 214. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.2 -114.0 -233.1 | | T -114. -233. -114. -233. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 12.2 122.4 150.4 | | B 122. 150. 122. 150. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.8 -113.8 324.0 | | T -114. 324. -114. 324. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 11.8 48.9 129.6 | | M 49. 130. 49. 130. 57. 69. 0. 0. 0. 0. 12. 1.000

|L 2 11.8 122.2 -271.2 | | B 122. -271. 122. -271. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 2 13.2 -256.6 102.1 | | T -257. 102. -257. 102. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.2 -102.6 -54.9 | | M -103. -55. -103. -55. 57. 75. 0. 0. 0. 0. 13. 1.000

|L 2 13.2 241.4 -133.1 | | B 241. -133. 241. -133. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 10.8 29.5 -32.4 | | T 30. -11. 30. -32. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 2 10.8 45.1 32.4 | | M 27. 12. 27. 32. 57. 35. 18. 0. 0. 0. 11. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 19.8 -61.5 173.9 | | T -61. 174. -61. 174. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.5 42.4 61.4 | | B 0. 0. 42. 61. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.2 -61.6 -157.5 | | T -62. -158. -62. -158. 0. 0. 0. 0. 0. 0. 20. 1.000

133

|L 1 19.9 41.1 59.6 | | B 0. 0. 41. 60. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 21.1 -118.7 -63.3 | | M -54. -54. -54. -63. 62. 59. -44. 0. 0. 0. 21. 1.000

|L 1 21.1 43.7 63.3 | | B 0. 0. 44. 63. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 18.9 -39.0 70.4 | | T -4. 70. -39. 70. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 18.9 -75.9 64.9 | | M -4. 65. -39. 65. 62. 35. -37. 0. 0. 0. 19. 1.000

|L 1 18.9 39.0 56.6 | | B 0. 0. 39. 57. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 19.9 -59.5 -268.5 | | T -60. -269. -60. -269. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 19.2 -59.2 283.8 | | T -59. 284. -59. 284. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 19.2 39.8 57.7 | | B 0. 0. 40. 58. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 1 21.4 -154.7 -95.9 | | T -155. -96. -155. -96. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 21.4 -154.7 -64.3 | | M -75. -38. -75. -64. 62. 56. -49. 0. 0. 0. 21. 1.000

|L 1 21.4 44.4 64.3 | | B 0. 0. 44. 64. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 17.7 36.6 111.2 | | T 36. 111. 37. 111. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 17.7 71.1 87.9 | | M 36. 88. 37. 88. 62. 35. 35. 0. 0. 0. 18. 1.000

|L 1 20.3 -61.7 60.8 | | T -62. 8. -62. 61. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.5 -61.7 -157.8 | | T -62. -158. -62. -158. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.1 -61.6 173.5 | | T -62. 173. -62. 173. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 20.2 41.7 60.5 | | B 0. 0. 42. 60. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 19.1 -77.1 65.1 | | M -4. 65. -40. 65. 62. 35. -37. 0. 0. 0. 19. 1.000

|L 1 20.2 -59.6 -268.8 | | T -60. -269. -60. -269. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 19.5 -59.5 283.5 | | T -60. 284. -60. 284. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 19.5 40.4 58.6 | | B 0. 0. 40. 59. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 1 21.7 -154.8 -96.2 | | T -155. -96. -155. -96. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 21.7 -154.8 -65.2 | | M -75. -38. -75. -65. 62. 56. -50. 0. 0. 0. 22. 1.000

|L 1 21.7 45.0 65.2 | | B 0. 0. 45. 65. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 18.0 37.2 110.9 | | T 36. 111. 37. 111. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 1 18.0 72.3 88.1 | | M 36. 88. 37. 88. 62. 35. 35. 0. 0. 0. 18. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P21 num. 21 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 6.9 28.0 -146.3 | | T 28. -146. 28. -146. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 -41.7 189.1 | | B -42. 189. -42. 189. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.6 28.1 -223.7 | | T 28. -224. 28. -224. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 -24.5 -117.7 | | T -25. -118. -25. -118. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.6 -41.7 218.7 | | B -42. 219. -42. 219. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.1 80.2 -170.1 | | T 80. -170. 80. -170. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.1 -74.6 228.1 | | B -75. 228. -75. 228. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.1 32.1 91.2 | | M 32. 91. 32. 91. 57. 70. 0. 0. 0. 0. 7. 1.000

|L 3 6.4 28.1 -278.5 | | T 28. -278. 28. -278. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 -18.6 -111.4 | | M -19. -111. -19. -111. 57. 59. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 -40.9 237.6 | | B -41. 238. -41. 238. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 7.5 26.5 -22.4 | | T 26. -5. 26. -22. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.4 -39.9 130.1 | | B -40. 130. -40. 130. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.5 -59.5 -102.1 | | T -60. -102. -60. -102. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.5 -59.5 46.9 | | M -35. 47. -35. 47. 57. 48. -14. 0. 0. 0. 7. 1.000

|L 3 6.5 14.3 117.2 | | B 14. 117. 14. 117. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.3 114.8 -185.9 | | T 115. -186. 115. -186. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.3 45.9 100.2 | | M 46. 100. 46. 100. 57. 73. 0. 0. 0. 0. 7. 1.000

|L 3 7.3 -95.3 250.6 | | B -95. 251. -95. 251. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.5 28.6 -228.3 | | T 29. -228. 29. -228. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.5 -42.1 222.5 | | B -42. 222. -42. 222. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.6 -24.1 -122.5 | | T -24. -123. -24. -123. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.3 28.6 -283.1 | | T 29. -283. 29. -283. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 -18.6 -113.2 | | M -19. -113. -19. -113. 57. 60. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 -41.3 241.4 | | B -41. 241. -41. 241. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 -59.1 -106.7 | | T -59. -107. -59. -107. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 -59.1 48.3 | | M -35. 48. -35. 48. 57. 48. -14. 0. 0. 0. 6. 1.000

|L 3 6.4 14.0 120.8 | | B 14. 121. 14. 121. 0. 0. 0. 0. 0. 0. 6. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 21.1 58.4 -243.3 | | T 58. -243. 58. -243. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.2 -77.9 102.9 | | M -32. 103. -44. 103. 57. 51. -34. 0. 0. 0. 21. 1.000

|L 2 21.1 -62.9 259.8 | | B -63. 260. -63. 260. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 20.0 58.8 -378.7 | | T 59. -379. 59. -379. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.2 -74.2 -150.6 | | M -31. -151. -42. -151. 57. 53. -32. 0. 0. 0. 20. 1.000

|L 2 20.0 -63.3 344.3 | | B -63. 344. -63. 344. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 22.0 146.9 -219.0 | | T 147. -219. 147. -219. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.0 -136.9 225.4 | | B -137. 225. -137. 225. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.4 -184.0 196.8 | | B -184. 197. -184. 197. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 20.2 -41.9 -265.3 | | T -30. -265. -42. -265. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.2 -74.4 116.5 | | M -30. 117. -42. 117. 57. 35. -32. 0. 0. 0. 20. 1.000

|L 2 20.2 41.9 291.3 | | B 11. 291. 42. 291. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 22.0 58.7 90.2 | | M 59. 90. 59. 90. 57. 67. 0. 0. 0. 0. 22. 1.000

|L 2 19.0 57.0 -463.4 | | T 57. -463. 57. -463. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.3 -90.7 -275.8 | | T -91. -276. -91. -276. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.0 -61.5 394.9 | | B -61. 395. -61. 395. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 22.4 203.4 -197.1 | | T 203. -197. 203. -197. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.5 -183.7 194.2 | | B -184. 194. -184. 194. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.6 -59.9 110.7 | | B -60. 111. -60. 111. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 19.3 -90.7 123.4 | | M -45. 123. -45. 123. 57. 53. -32. 0. 0. 0. 19. 1.000

|L 2 19.3 62.4 308.4 | | B 62. 308. 62. 308. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 21.1 -77.4 103.9 | | M -32. 104. -44. 104. 57. 51. -34. 0. 0. 0. 21. 1.000

|L 2 20.0 -73.7 -151.5 | | M -31. -151. -41. -151. 57. 53. -32. 0. 0. 0. 20. 1.000

|L 2 20.1 -41.6 -267.5 | | T -30. -268. -42. -268. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.1 -73.9 117.6 | | M -30. 118. -42. 118. 57. 35. -32. 0. 0. 0. 20. 1.000

|L 2 20.1 41.6 294.0 | | B 11. 294. 42. 294. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.1 -90.4 -278.0 | | T -90. -278. -90. -278. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.1 -90.4 124.4 | | M -45. 124. -45. 124. 57. 53. -32. 0. 0. 0. 19. 1.000

|L 2 19.1 62.2 310.9 | | B 62. 311. 62. 311. 0. 0. 0. 0. 0. 0. 19. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 35.7 73.8 -165.6 | | T 28. -166. 74. -166. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 35.7 143.6 -107.0 | | M 28. -66. 74. -107. 62. 35. 70. 0. 0. 0. 36. 1.000

|L 1 35.7 73.8 107.0 | | B 0. 0. 74. 107. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 33.7 69.8 -310.2 | | T 28. -310. 70. -310. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.7 135.8 -145.7 | | M 28. -146. 70. -146. 62. 35. 66. 0. 0. 0. 34. 1.000

|L 1 34.0 70.3 101.9 | | B 0. 0. 70. 102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 37.9 192.3 -118.9 | | M 110. -119. 110. -119. 62. 35. 82. 0. 0. 0. 38. 1.000

|L 1 38.1 153.4 114.3 | | M 27. 78. 79. 114. 62. 35. 75. 0. 0. 0. 38. 1.000

|L 1 34.0 -136.7 -101.9 | | M -34. -99. -70. -102. 62. 35. -66. 0. 0. 0. 34. 1.000

|L 1 37.2 90.3 -233.5 | | T 90. -234. 90. -234. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 37.7 191.9 -119.6 | | M 110. -120. 110. -120. 62. 35. 82. 0. 0. 0. 38. 1.000

|L 1 31.8 65.8 -403.5 | | T 27. -403. 66. -403. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 31.8 128.0 -204.0 | | M 27. -204. 66. -204. 62. 35. 62. 0. 0. 0. 32. 1.000

|L 1 32.0 66.2 96.0 | | B 0. 0. 66. 96. 0. 0. 0. 0. 0. 0. 32. 1.000

134

|L 1 38.3 154.2 114.9 | | M 26. 79. 79. 115. 62. 35. 75. 0. 0. 0. 38. 1.000

|L 1 32.2 -76.7 -96.5 | | T -77. -51. -77. -97. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 32.2 66.6 96.5 | | B 0. 0. 67. 97. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 37.7 130.9 -274.8 | | T 131. -275. 131. -275. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 35.5 73.5 -166.5 | | T 28. -166. 73. -166. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 33.5 69.4 -311.1 | | T 28. -311. 69. -311. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.5 135.0 -146.4 | | M 28. -146. 69. -146. 62. 35. 66. 0. 0. 0. 34. 1.000

|L 1 33.5 69.4 100.6 | | B 0. 0. 69. 101. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 37.4 150.8 -112.3 | | M 28. -22. 78. -112. 62. 35. 73. 0. 0. 0. 37. 1.000

|L 1 37.4 77.5 112.3 | | B 0. 0. 78. 112. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 31.6 65.4 -404.3 | | T 27. -404. 65. -404. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 31.6 127.2 -204.7 | | M 27. -205. 65. -205. 62. 35. 62. 0. 0. 0. 32. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P22 num. 22 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 9.0 -18.6 -463.8 | | T -9. -464. -19. -464. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 32.5 167.5 | | M 15. 167. 18. 167. 57. 35. 14. 0. 0. 0. 9. 1.000

|L 3 8.9 18.4 419.7 | | B 18. 420. 18. 420. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 87.2 -351.1 | | T 87. -351. 87. -351. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 18.1 -294.4 | | T 0. -294. 18. -294. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 18.1 417.8 | | B 11. 418. 18. 418. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.6 -93.7 -364.3 | | T -94. -364. -94. -364. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.6 -37.5 164.3 | | M -37. 164. -37. 164. 57. 70. 0. 0. 0. 0. 9. 1.000

|L 3 8.6 86.7 410.8 | | B 87. 411. 87. 411. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 87.2 -351.5 | | T 87. -352. 87. -352. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 36.7 170.7 | | M 37. 171. 37. 171. 57. 66. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -57.8 426.9 | | B -58. 427. -58. 427. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 19.7 410.9 | | B 20. 411. 20. 411. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.7 32.0 163.1 | | M 8. 163. 18. 163. 57. 35. 14. 0. 0. 0. 9. 1.000

|L 3 8.5 -153.9 -368.5 | | T -154. -368. -154. -368. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.5 -61.5 158.4 | | M -62. 158. -62. 158. 57. 74. 0. 0. 0. 0. 8. 1.000

|L 3 8.5 134.0 396.1 | | B 134. 396. 134. 396. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 9.2 147.4 -347.2 | | T 147. -347. 147. -347. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.2 59.0 169.1 | | M 59. 169. 59. 169. 57. 73. 0. 0. 0. 0. 9. 1.000

|L 3 9.2 -106.4 422.8 | | B -106. 423. -106. 423. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 -18.3 -357.6 | | T -4. -358. -18. -358. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.6 -93.8 -363.9 | | T -94. -364. -94. -364. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.6 -37.5 164.3 | | M -38. 164. -38. 164. 57. 70. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 32.9 -185.4 | | M 16. -185. 19. -185. 57. 35. 14. 0. 0. 0. 9. 1.000

|L 3 8.5 134.1 395.9 | | B 134. 396. 134. 396. 0. 0. 0. 0. 0. 0. 8. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 27.0 -55.8 -641.8 | | T -32. -642. -56. -642. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.7 98.2 240.0 | | M 27. 240. 55. 240. 57. 35. 43. 0. 0. 0. 27. 1.000

|L 2 27.0 55.8 621.9 | | B 33. 622. 56. 622. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.2 116.8 -496.2 | | T 117. -496. 117. -496. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.3 -170.2 -572.0 | | T -170. -572. -170. -572. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.5 -97.3 231.3 | | M -22. 231. -55. 231. 57. 35. -42. 0. 0. 0. 26. 1.000

|L 2 26.2 163.5 652.3 | | B 164. 652. 164. 652. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.3 -68.1 260.9 | | M -68. 261. -68. 261. 57. 67. 0. 0. 0. 0. 26. 1.000

|L 2 27.2 56.3 219.0 | | M 49. 219. 56. 219. 57. 63. 0. 0. 0. 0. 27. 1.000

|L 2 27.2 -109.6 547.5 | | B -110. 548. -110. 548. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.6 -55.1 -695.7 | | T -34. -696. -55. -696. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.6 97.9 -278.3 | | M 36. -278. 55. -278. 57. 35. 43. 0. 0. 0. 27. 1.000

|L 2 26.6 55.1 618.2 | | B 36. 618. 55. 618. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 25.8 -53.4 -337.4 | | T -18. -337. -53. -337. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 25.8 -94.8 224.6 | | M -18. 225. -53. 225. 57. 35. -41. 0. 0. 0. 26. 1.000

|L 2 25.8 53.4 545.6 | | B 16. 546. 53. 546. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 25.5 -264.9 -579.6 | | T -265. -580. -265. -580. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.4 -106.0 267.6 | | M -106. 268. -106. 268. 57. 69. 0. 0. 0. 0. 25. 1.000

|L 2 25.4 253.4 668.9 | | B 253. 669. 253. 669. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 27.0 213.1 -453.2 | | T 213. -453. 213. -453. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.0 -201.3 494.6 | | B -201. 495. -201. 495. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.7 -55.3 -533.7 | | T -27. -534. -55. -534. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.7 98.1 240.0 | | M 27. 240. 55. 240. 57. 35. 43. 0. 0. 0. 27. 1.000

|L 2 26.7 55.3 600.0 | | B 27. 600. 55. 600. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.2 -170.5 -571.6 | | T -171. -572. -171. -572. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.2 -68.2 260.9 | | M -68. 261. -68. 261. 57. 67. 0. 0. 0. 0. 26. 1.000

|L 2 27.2 56.2 219.0 | | M 49. 219. 56. 219. 57. 63. 0. 0. 0. 0. 27. 1.000

|L 2 25.8 -94.7 224.8 | | M -18. 225. -53. 225. 57. 35. -41. 0. 0. 0. 26. 1.000

|L 2 25.4 -265.0 -579.0 | | T -265. -579. -265. -579. 0. 0. 0. 0. 0. 0. 25. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 44.8 -92.8 -343.0 | | T -14. -343. -93. -343. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 44.8 -180.4 -149.9 | | M -14. -150. -93. -150. 62. 35. -88. 0. 0. 0. 45. 1.000

|L 1 45.6 94.4 142.4 | | B 0. 0. 94. 142. 0. 0. 0. 0. 0. 0. 46. 1.000

|L 1 45.3 -93.9 -478.4 | | T -17. -478. -94. -478. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 45.3 -182.6 -230.4 | | M -17. -230. -94. -230. 62. 35. -89. 0. 0. 0. 45. 1.000

|L 1 45.7 94.5 142.4 | | B 0. 0. 95. 142. 0. 0. 0. 0. 0. 0. 46. 1.000

|L 1 44.0 -109.2 -312.8 | | T -109. -313. -109. -313. 0. 0. 0. 0. 0. 0. 44. 1.000

|L 1 44.7 -179.9 -280.1 | | M -19. -280. -92. -280. 62. 35. -87. 0. 0. 0. 45. 1.000

|L 1 44.7 92.4 139.3 | | B 0. 0. 92. 139. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 45.2 145.9 -384.6 | | T 146. -385. 146. -385. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 45.2 221.8 -174.3 | | M 125. -174. 125. -174. 62. 35. 97. 0. 0. 0. 45. 1.000

|L 1 44.7 -92.5 -559.7 | | T -19. -560. -92. -560. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 42.9 -172.8 -133.9 | | M -8. -108. -89. -134. 62. 35. -84. 0. 0. 0. 43. 1.000

|L 1 42.9 88.8 133.9 | | B 0. 0. 89. 134. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 1 42.4 -172.2 -283.6 | | T -172. -284. -172. -284. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.4 87.8 132.3 | | B 0. 0. 88. 132. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.4 -172.3 -283.2 | | T -172. -283. -172. -283. 0. 0. 0. 0. 0. 0. 42. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P23 num. 23 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 4 5.2 -10.8 -209.9 | | T -3. -210. -11. -210. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.2 16.0 -178.5 | | M 5. -178. 11. -178. 47. 35. 5. 0. 0. 0. 5. 1.000

135

|L 4 5.1 10.6 -206.6 | | T 2. -207. 11. -207. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.1 15.7 -161.6 | | M 3. -162. 11. -162. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.3 -11.0 -213.2 | | T -7. -213. -11. -213. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.3 16.3 -195.3 | | M 7. -195. 11. -195. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.0 -52.2 -197.0 | | T -52. -197. -52. -197. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.0 37.1 -124.6 | | B 37. -125. 37. -125. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.5 47.6 -222.9 | | T 48. -223. 48. -223. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.5 -27.7 -138.2 | | B -28. -138. -28. -138. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.1 10.5 -204.4 | | T 4. -204. 10. -204. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.1 15.5 -149.7 | | M 4. -150. 10. -150. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.4 -11.2 -215.3 | | T -9. -215. -11. -215. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.4 -16.5 -205.9 | | M -9. -206. -11. -206. 47. 35. -5. 0. 0. 0. 5. 1.000

|L 4 5.4 11.2 -191.8 | | B 8. -192. 11. -192. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 4.8 -85.4 -188.3 | | T -85. -188. -85. -188. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 4.8 58.8 -118.6 | | B 59. -119. 59. -119. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.6 80.8 -231.4 | | T 81. -231. 81. -231. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 5.6 -49.3 -141.1 | | B -49. -141. -49. -141. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 5.2 16.0 -176.4 | | M 5. -176. 11. -176. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.1 15.7 -159.5 | | M 3. -160. 11. -160. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.3 16.3 -193.3 | | M 7. -193. 11. -193. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.0 37.5 -119.6 | | B 38. -120. 38. -120. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.1 15.5 -147.6 | | M 4. -148. 10. -148. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.4 -16.6 -203.9 | | M -9. -204. -11. -204. 47. 35. -5. 0. 0. 0. 5. 1.000

|L 4 4.8 59.1 -113.5 | | B 59. -114. 59. -114. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.6 80.6 -231.6 | | T 81. -232. 81. -232. 0. 0. 0. 0. 0. 0. 6. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 24.8 -91.0 210.7 | | M -2. 211. -51. 211. 57. 35. -40. 0. 0. 0. 25. 1.000

|L 3 24.8 51.3 276.9 | | B 0. 277. 51. 277. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.4 -50.6 -110.0 | | T -2. -49. -51. -110. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.4 -232.0 127.8 | | T -232. 128. -232. 128. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.5 -139.7 178.2 | | M -70. 178. -70. 178. 57. 54. -44. 0. 0. 0. 25. 1.000

|L 3 25.2 -143.8 353.9 | | B -144. 354. -144. 354. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 25.2 52.1 413.4 | | B 1. 413. 52. 413. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.5 85.5 223.4 | | B 86. 223. 86. 223. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 25.0 136.5 243.6 | | M 68. 244. 68. 244. 57. 54. 44. 0. 0. 0. 25. 1.000

|L 3 24.1 -49.9 -159.6 | | T -1. -160. -50. -160. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.1 -88.6 -124.8 | | M -2. -125. -50. -125. 57. 35. -39. 0. 0. 0. 24. 1.000

|L 3 24.1 -49.9 108.5 | | B -2. 36. -50. 108. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 25.5 -93.7 426.0 | | M -3. 426. -53. 426. 57. 35. -41. 0. 0. 0. 25. 1.000

|L 3 25.4 52.6 491.8 | | B 1. 492. 53. 492. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.3 142.0 175.1 | | B 142. 175. 142. 175. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 25.2 228.3 113.4 | | T 228. 48. 228. 113. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 25.2 100.4 257.7 | | M 100. 258. 100. 258. 57. 63. 0. 0. 0. 0. 25. 1.000

|L 3 24.8 -91.3 207.4 | | M -2. 207. -51. 207. 57. 35. -40. 0. 0. 0. 25. 1.000

|L 3 24.8 51.4 271.2 | | B 0. 271. 51. 271. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.6 -140.1 114.8 | | T -140. 115. -140. 115. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.6 -140.1 176.5 | | M -70. 177. -70. 177. 57. 54. -44. 0. 0. 0. 25. 1.000

|L 3 24.6 86.0 217.7 | | B 86. 218. 86. 218. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.2 -50.0 -145.6 | | T -2. -146. -50. -146. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.2 -88.8 -118.8 | | M -2. -119. -50. -119. 57. 35. -39. 0. 0. 0. 24. 1.000

|L 3 25.5 52.8 486.1 | | B 1. 486. 53. 486. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.4 142.4 169.4 | | B 142. 169. 142. 169. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 25.3 227.9 113.7 | | T 228. 62. 228. 114. 0. 0. 0. 0. 0. 0. 25. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 41.9 -262.6 -504.7 | | T -263. -505. -263. -505. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.1 248.6 -359.7 | | T 249. -360. 249. -360. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.9 169.0 479.8 | | B 169. 480. 169. 480. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.6 -86.2 -975.5 | | T -6. -976. -86. -976. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.6 152.9 -575.1 | | M 13. -575. 86. -575. 57. 35. 67. 0. 0. 0. 42. 1.000

|L 2 41.8 168.4 483.7 | | B 168. 484. 168. 484. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 43.3 -89.5 441.8 | | T -10. 442. -90. 442. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 2 43.1 158.5 540.6 | | M 18. 541. 89. 541. 57. 35. 69. 0. 0. 0. 43. 1.000

|L 2 43.1 89.3 609.8 | | B 18. 610. 89. 610. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 2 42.4 -161.4 -491.8 | | T -161. -492. -161. -492. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.4 145.9 -406.8 | | T 146. -407. 146. -407. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.4 -87.8 287.7 | | B -78. 288. -88. 288. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 40.8 -84.4 -1307.6 | | T -4. -1308. -84. -1308. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 2 40.8 149.8 -821.4 | | M 11. -821. 84. -821. 57. 35. 65. 0. 0. 0. 41. 1.000

|L 2 40.9 84.7 184.0 | | B 12. 88. 85. 184. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 2 41.8 -262.1 -509.9 | | T -262. -510. -262. -510. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.8 -262.1 -204.0 | | M -124. -204. -124. -204. 57. 57. -76. 0. 0. 0. 42. 1.000

|L 2 42.1 -139.9 216.2 | | B -140. 216. -140. 216. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.8 -86.5 -970.3 | | T -7. -970. -86. -970. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.8 153.5 -573.8 | | M 14. -574. 86. -574. 57. 35. 67. 0. 0. 0. 42. 1.000

|L 2 43.2 -89.4 194.3 | | T -10. 76. -89. 194. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 2 43.3 159.0 540.3 | | M 18. 540. 90. 540. 57. 35. 69. 0. 0. 0. 43. 1.000

|L 2 42.4 -161.4 -196.7 | | M -89. -197. -89. -197. 57. 48. -68. 0. 0. 0. 42. 1.000

|L 2 42.4 108.1 444.4 | | B 108. 444. 108. 444. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.6 160.9 -204.1 | | M 92. -204. 92. -204. 57. 42. 69. 0. 0. 0. 43. 1.000

|L 2 42.6 -88.1 283.6 | | B -77. 284. -88. 284. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 2 40.9 -84.7 -1302.3 | | T -5. -1302. -85. -1302. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 2 40.9 150.3 -820.0 | | M 12. -820. 85. -820. 57. 35. 66. 0. 0. 0. 41. 1.000

|L 2 43.3 89.5 605.9 | | B 18. 606. 90. 606. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 2 41.9 -262.6 -201.9 | | M -125. -202. -125. -202. 57. 57. -76. 0. 0. 0. 42. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 61.5 428.8 -538.2 | | T 429. -538. 429. -538. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 62.1 -388.4 -403.0 | | M -179. -403. -179. -403. 66. 58. -155. 0. 0. 0. 62. 1.000

|L 1 60.7 125.7 -1137.4 | | T 18. -1137. 126. -1137. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 60.7 -263.8 -737.9 | | M -61. -738. -126. -738. 66. 35. -138. 0. 0. 0. 61. 1.000

|L 1 60.9 -126.1 274.2 | | B -61. 135. -126. 274. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 63.5 131.4 384.2 | | T 15. 384. 131. 384. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 63.5 -275.7 285.6 | | M -60. 203. -131. 286. 66. 35. -144. 0. 0. 0. 63. 1.000

|L 1 63.4 -131.3 -517.2 | | B -59. -517. -131. -517. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 61.3 429.0 -543.1 | | T 429. -543. 429. -543. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 59.0 122.2 -1630.2 | | T 19. -1630. 122. -1630. 0. 0. 0. 0. 0. 0. 59. 1.000

|L 1 59.0 -256.4 -965.2 | | M -62. -965. -122. -965. 66. 35. -134. 0. 0. 0. 59. 1.000

|L 1 59.2 -122.6 298.2 | | B -62. 298. -123. 298. 0. 0. 0. 0. 0. 0. 59. 1.000

|L 1 63.4 131.3 902.2 | | T 14. 902. 131. 902. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 63.4 -275.5 448.6 | | M -59. 449. -131. 449. 66. 35. -144. 0. 0. 0. 63. 1.000

|L 1 63.2 -130.9 -517.4 | | B -59. -517. -131. -517. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 61.5 -605.6 -276.7 | | B -606. -28. -606. -277. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 61.2 483.6 -275.2 | | B 484. -191. 484. -275. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 60.9 126.1 -1132.3 | | T 18. -1132. 126. -1132. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 60.9 -264.7 -735.1 | | M -61. -735. -126. -735. 66. 35. -139. 0. 0. 0. 61. 1.000

|L 1 63.5 -131.4 -354.3 | | B -60. -354. -131. -354. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 62.1 269.7 -279.4 | | M 119. -269. 129. -279. 66. 59. 141. 0. 0. 0. 62. 1.000

|L 1 59.2 122.6 -1625.3 | | T 19. -1625. 123. -1625. 0. 0. 0. 0. 0. 0. 59. 1.000

|L 1 59.2 -257.2 -962.5 | | M -62. -962. -123. -962. 66. 35. -135. 0. 0. 0. 59. 1.000

136

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P24 num. 24 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Caixa .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 4 5.2 10.7 -206.5 | | T 10. -207. 11. -207. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.2 15.8 -174.3 | | M 10. -174. 11. -174. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.2 -10.7 -126.1 | | B -3. -126. -11. -126. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.1 10.5 -203.3 | | T 6. -203. 10. -203. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.0 15.5 -157.9 | | M 6. -158. 10. -158. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.0 -10.5 -89.7 | | B -1. -90. -10. -90. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.3 13.9 -209.7 | | T 14. -210. 14. -210. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.3 16.1 -190.8 | | M 11. -191. 11. -191. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.3 -10.9 -162.7 | | B -5. -163. -11. -163. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.4 -40.3 -219.2 | | T -40. -219. -40. -219. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.4 29.8 -133.0 | | B 30. -133. 30. -133. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 4.9 60.1 -193.6 | | T 60. -194. 60. -194. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 4.9 -35.6 -119.3 | | B -36. -119. -36. -119. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.0 10.3 -201.2 | | T 3. -201. 10. -201. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.3 16.4 -211.8 | | T 16. -212. 16. -212. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.3 17.3 -201.2 | | M 12. -201. 12. -201. 47. 37. 5. 0. 0. 0. 5. 1.000

|L 4 5.5 -73.8 -227.6 | | T -74. -228. -74. -228. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 5.5 51.5 -135.9 | | B 52. -136. 52. -136. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 4.8 93.4 -185.1 | | T 93. -185. 93. -185. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 4.8 -57.4 -113.1 | | B -57. -113. -57. -113. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.2 15.8 -172.3 | | M 10. -172. 11. -172. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.2 -10.7 -121.0 | | B -3. -121. -11. -121. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.1 15.5 -155.8 | | M 6. -156. 10. -156. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.1 -10.5 -84.6 | | B -1. -85. -10. -85. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.3 16.1 -188.8 | | M 11. -189. 11. -189. 47. 35. 5. 0. 0. 0. 5. 1.000

|L 4 5.3 -10.9 -157.5 | | B -5. -158. -11. -158. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.4 -40.2 -219.2 | | T -40. -219. -40. -219. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 4.9 -35.8 -114.1 | | B -36. -114. -36. -114. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 5.5 -73.6 -227.8 | | T -74. -228. -74. -228. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 4 4.8 93.4 -185.1 | | T 93. -185. 93. -185. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 4 4.8 -57.5 -107.9 | | B -58. -108. -58. -108. 0. 0. 0. 0. 0. 0. 5. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 25.0 -232.5 112.6 | | T -233. 47. -233. 113. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.6 90.5 212.7 | | M 3. 213. 51. 213. 57. 35. 40. 0. 0. 0. 25. 1.000

|L 3 25.0 146.4 357.8 | | B 146. 358. 146. 358. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.3 -50.3 -109.3 | | T -2. -52. -50. -109. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.4 136.4 179.9 | | M 69. 180. 69. 180. 57. 53. 44. 0. 0. 0. 24. 1.000

|L 3 24.4 136.8 178.1 | | M 69. 178. 69. 178. 57. 53. 44. 0. 0. 0. 24. 1.000

|L 3 24.9 -140.3 245.3 | | M -69. 245. -69. 245. 57. 54. -44. 0. 0. 0. 25. 1.000

|L 3 25.0 92.0 341.1 | | M 2. 341. 52. 341. 57. 35. 40. 0. 0. 0. 25. 1.000

|L 3 25.0 51.8 418.2 | | B 2. 418. 52. 418. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.4 -83.6 226.7 | | B -84. 227. -84. 227. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.0 -49.6 -162.7 | | T -3. -163. -50. -163. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.0 88.0 -125.0 | | M 4. -125. 50. -125. 57. 35. 38. 0. 0. 0. 24. 1.000

|L 3 24.0 49.7 108.1 | | B 4. 33. 50. 108. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 25.4 -52.5 336.3 | | T -2. 336. -52. 336. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 25.4 93.2 429.6 | | M 2. 430. 52. 430. 57. 35. 41. 0. 0. 0. 25. 1.000

|L 3 25.3 52.4 497.6 | | B 2. 498. 52. 498. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 25.0 -101.7 259.7 | | M -102. 260. -102. 260. 57. 63. 0. 0. 0. 0. 25. 1.000

|L 3 24.3 228.3 126.7 | | T 228. 127. 228. 127. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.2 -140.3 178.5 | | B -140. 178. -140. 178. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.7 90.7 209.3 | | M 2. 209. 51. 209. 57. 35. 40. 0. 0. 0. 25. 1.000

|L 3 24.7 51.1 274.8 | | B 2. 275. 51. 275. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.4 136.8 113.8 | | T 137. 114. 137. 114. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.4 -84.0 220.9 | | B -84. 221. -84. 221. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.0 -49.7 -148.7 | | T -3. -149. -50. -149. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 3 24.0 88.2 -119.1 | | M 4. -119. 50. -119. 57. 35. 39. 0. 0. 0. 24. 1.000

|L 3 25.4 52.5 491.8 | | B 2. 492. 52. 492. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 25.1 -232.3 112.9 | | T -232. 61. -232. 113. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 3 24.3 -140.7 172.8 | | B -141. 173. -141. 173. 0. 0. 0. 0. 0. 0. 24. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 41.9 256.3 -501.1 | | T 256. -501. 256. -501. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.9 -256.5 -355.9 | | T -256. -356. -256. -356. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.9 -161.3 494.1 | | B -161. 494. -161. 494. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.5 -85.9 -973.0 | | T -1. -973. -86. -973. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.5 -152.6 -566.9 | | M -4. -567. -86. -567. 57. 35. -67. 0. 0. 0. 42. 1.000

|L 2 41.8 -160.9 498.1 | | B -161. 498. -161. 498. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 43.2 89.4 449.4 | | T 2. 449. 89. 449. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 2 43.0 -158.2 550.9 | | M -8. 551. -89. 551. 57. 35. -69. 0. 0. 0. 43. 1.000

|L 2 43.0 -89.1 622.2 | | B -8. 622. -89. 622. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 2 42.3 -153.7 -403.1 | | T -154. -403. -154. -403. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.3 87.5 303.5 | | B 87. 304. 88. 304. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.2 155.5 -197.4 | | M 88. -197. 88. -197. 57. 46. 68. 0. 0. 0. 42. 1.000

|L 2 40.7 -84.1 -1305.6 | | T -3. -1306. -84. -1306. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 2 40.7 -149.4 -813.5 | | M -3. -813. -84. -813. 57. 35. -65. 0. 0. 0. 41. 1.000

|L 2 40.8 -84.4 183.6 | | B -3. 104. -84. 184. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 2 41.9 -256.5 -196.2 | | M -129. -196. -129. -196. 57. 54. -77. 0. 0. 0. 42. 1.000

|L 2 41.9 149.4 232.0 | | B 149. 232. 149. 232. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.8 256.1 -506.4 | | T 256. -506. 256. -506. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.4 -161.8 -195.2 | | M -92. -195. -92. -195. 57. 44. -69. 0. 0. 0. 42. 1.000

|L 2 41.7 -86.2 -967.7 | | T -1. -968. -86. -968. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 41.7 -153.1 -565.6 | | M -4. -566. -86. -566. 57. 35. -67. 0. 0. 0. 42. 1.000

|L 2 43.1 89.2 194.0 | | T 2. 82. 89. 194. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 2 43.2 -158.7 550.6 | | M -8. 551. -89. 551. 57. 35. -69. 0. 0. 0. 43. 1.000

|L 2 42.4 87.8 299.5 | | B 87. 299. 88. 299. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.3 154.6 -488.2 | | T 155. -488. 155. -488. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 42.3 156.0 -195.3 | | M 88. -195. 88. -195. 57. 46. 68. 0. 0. 0. 42. 1.000

|L 2 42.3 -99.5 459.3 | | B -100. 459. -100. 459. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 2 40.8 -84.4 -1300.5 | | T -3. -1300. -84. -1300. 0. 0. 0. 0. 0. 0. 41. 1.000

|L 2 40.8 -149.9 -812.3 | | M -3. -812. -84. -812. 57. 35. -65. 0. 0. 0. 41. 1.000

|L 2 43.2 -89.4 618.1 | | B -8. 618. -89. 618. 0. 0. 0. 0. 0. 0. 43. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 62.0 -269.8 -468.3 | | T -270. -468. -270. -468. 0. 0. 0. 0. 0. 0. 62. 1.000

|L 1 62.0 374.2 -392.6 | | M 168. -393. 168. -393. 66. 60. 152. 0. 0. 0. 62. 1.000

|L 1 60.7 -125.6 -1120.4 | | T -23. -1120. -126. -1120. 0. 0. 0. 0. 0. 0. 61. 1.000

137

|L 1 60.7 263.5 -728.8 | | M 47. -729. 126. -729. 66. 35. 138. 0. 0. 0. 61. 1.000

|L 1 60.9 126.0 274.0 | | B 47. 132. 126. 274. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 63.4 -131.3 401.0 | | T -22. 401. -131. 401. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 63.4 275.6 285.5 | | M 49. 211. 131. 286. 66. 35. 144. 0. 0. 0. 63. 1.000

|L 1 63.4 131.3 -521.6 | | B 49. -522. 131. -522. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 62.2 374.2 -279.9 | | B 374. -67. 374. -280. 0. 0. 0. 0. 0. 0. 62. 1.000

|L 1 62.1 -279.9 -279.6 | | M -129. -251. -129. -280. 66. 57. -141. 0. 0. 0. 62. 1.000

|L 1 58.9 -122.0 -1613.8 | | T -24. -1614. -122. -1614. 0. 0. 0. 0. 0. 0. 59. 1.000

|L 1 58.9 256.0 -956.1 | | M 47. -956. 122. -956. 66. 35. 134. 0. 0. 0. 59. 1.000

|L 1 59.1 122.4 296.0 | | B 47. 296. 122. 296. 0. 0. 0. 0. 0. 0. 59. 1.000

|L 1 63.4 -131.3 918.5 | | T -22. 919. -131. 919. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 63.4 275.5 456.6 | | M 49. 457. 131. 457. 66. 35. 144. 0. 0. 0. 63. 1.000

|L 1 63.2 130.9 -521.9 | | B 49. -522. 131. -522. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 61.1 -434.6 -526.8 | | T -435. -527. -435. -527. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 61.1 592.1 -275.2 | | B 592. -35. 592. -275. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 61.2 -497.1 -275.5 | | B -497. -191. -497. -275. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 60.9 -126.0 -1115.4 | | T -23. -1115. -126. -1115. 0. 0. 0. 0. 0. 0. 61. 1.000

|L 1 60.9 264.5 -726.0 | | M 47. -726. 126. -726. 66. 35. 138. 0. 0. 0. 61. 1.000

|L 1 63.4 131.3 -358.5 | | B 49. -359. 131. -359. 0. 0. 0. 0. 0. 0. 63. 1.000

|L 1 59.1 -122.4 -1608.7 | | T -24. -1609. -122. -1609. 0. 0. 0. 0. 0. 0. 59. 1.000

|L 1 59.1 256.9 -953.3 | | M 47. -953. 122. -953. 66. 35. 134. 0. 0. 0. 59. 1.000

|L 1 61.4 591.9 -276.1 | | B 592. -35. 592. -276. 0. 0. 0. 0. 0. 0. 61. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P25 num. 25 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 8.9 18.4 -471.0 | | T 12. -471. 18. -471. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 -32.2 170.5 | | M -17. 170. -18. 170. 57. 35. -14. 0. 0. 0. 9. 1.000

|L 3 8.8 -19.9 427.0 | | B -20. 427. -20. 427. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 -82.2 -358.1 | | T -82. -358. -82. -358. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 18.1 -364.4 | | T 8. -364. 18. -364. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.8 -18.1 426.2 | | B -17. 426. -18. 426. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 -82.3 -358.5 | | T -82. -359. -82. -359. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 -34.9 173.7 | | M -35. 174. -35. 174. 57. 65. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 54.9 434.3 | | B 55. 434. 55. 434. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.6 98.7 -371.1 | | T 99. -371. 99. -371. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.5 39.5 167.2 | | M 40. 167. 40. 167. 57. 70. 0. 0. 0. 0. 9. 1.000

|L 3 8.5 -89.5 417.9 | | B -89. 418. -89. 418. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.9 -21.1 418.0 | | B -21. 418. -21. 418. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -142.7 -354.2 | | T -143. -354. -143. -354. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -57.1 172.1 | | M -57. 172. -57. 172. 57. 73. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 103.3 430.4 | | B 103. 430. 103. 430. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 8.4 158.6 -375.2 | | T 159. -375. 159. -375. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.4 63.5 161.2 | | M 64. 161. 64. 161. 57. 75. 0. 0. 0. 0. 8. 1.000

|L 3 8.4 -136.9 402.9 | | B -137. 403. -137. 403. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.7 -31.9 170.1 | | M -15. 170. -18. 170. 57. 35. -14. 0. 0. 0. 9. 1.000

|L 3 8.5 98.8 -370.7 | | T 99. -371. 99. -371. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -57.0 172.1 | | M -57. 172. -57. 172. 57. 73. 0. 0. 0. 0. 9. 1.000

|L 3 8.4 158.8 -374.9 | | T 159. -375. 159. -375. 0. 0. 0. 0. 0. 0. 8. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 26.9 55.7 -644.7 | | T 30. -645. 56. -645. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.7 -98.0 244.3 | | M -27. 244. -55. 244. 57. 35. -43. 0. 0. 0. 27. 1.000

|L 2 26.9 -55.7 633.1 | | B -32. 633. -56. 633. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.9 55.7 -645.3 | | T 30. -645. 56. -645. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.1 -117.2 -499.4 | | T -117. -499. -117. -499. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.9 -55.7 633.1 | | B -32. 633. -56. 633. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.1 -56.1 223.4 | | M -49. 223. -56. 223. 57. 62. 0. 0. 0. 0. 27. 1.000

|L 2 27.1 109.1 558.6 | | B 109. 559. 109. 559. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.2 169.5 -575.3 | | T 170. -575. 170. -575. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.2 67.9 265.3 | | M 68. 265. 68. 265. 57. 67. 0. 0. 0. 0. 26. 1.000

|L 2 26.2 -163.8 663.3 | | B -164. 663. -164. 663. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.6 55.1 -699.3 | | T 32. -699. 55. -699. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.9 -213.4 -456.3 | | T -213. -456. -213. -456. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.6 -55.1 629.3 | | B -34. 629. -55. 629. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 25.7 53.2 -339.2 | | T 18. -339. 53. -339. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 25.7 94.5 229.5 | | M 18. 230. 53. 230. 57. 35. 41. 0. 0. 0. 26. 1.000

|L 2 25.7 -53.2 555.2 | | B -18. 555. -53. 555. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.9 200.6 505.3 | | B 201. 505. 201. 505. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 25.4 264.0 -582.7 | | T 264. -583. 264. -583. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 25.4 105.7 271.9 | | M 106. 272. 106. 272. 57. 69. 0. 0. 0. 0. 25. 1.000

|L 2 25.4 -253.7 679.7 | | B -254. 680. -254. 680. 0. 0. 0. 0. 0. 0. 25. 1.000

|L 2 26.6 -97.9 244.3 | | M -27. 244. -55. 244. 57. 35. -43. 0. 0. 0. 27. 1.000

|L 2 26.2 169.7 -574.8 | | T 170. -575. 170. -575. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.6 -97.7 -279.6 | | M -34. -280. -55. -280. 57. 35. -43. 0. 0. 0. 27. 1.000

|L 2 25.4 264.2 -582.1 | | T 264. -582. 264. -582. 0. 0. 0. 0. 0. 0. 25. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 44.7 92.6 -337.8 | | T 10. -338. 93. -338. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 44.7 180.1 -146.9 | | M 10. -147. 93. -147. 62. 35. 88. 0. 0. 0. 45. 1.000

|L 1 45.5 94.2 141.9 | | B 0. 0. 94. 142. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 45.3 93.8 -473.2 | | T 13. -473. 94. -473. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 45.3 182.4 -227.4 | | M 13. -227. 94. -227. 62. 35. 89. 0. 0. 0. 45. 1.000

|L 1 45.5 94.2 142.0 | | B 0. 0. 94. 142. 0. 0. 0. 0. 0. 0. 46. 1.000

|L 1 44.0 105.7 -307.4 | | T 106. -307. 106. -307. 0. 0. 0. 0. 0. 0. 44. 1.000

|L 1 44.6 179.6 -277.0 | | M 14. -277. 92. -277. 62. 35. 87. 0. 0. 0. 45. 1.000

|L 1 45.0 93.1 140.4 | | B 0. 0. 93. 140. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 45.5 -94.2 -367.9 | | T -85. -368. -94. -368. 0. 0. 0. 0. 0. 0. 46. 1.000

|L 1 45.5 -183.3 -163.9 | | M -85. -164. -94. -164. 62. 35. -89. 0. 0. 0. 46. 1.000

|L 1 44.0 188.4 -137.1 | | M 100. -130. 100. -137. 62. 35. 89. 0. 0. 0. 44. 1.000

|L 1 44.6 92.4 -554.7 | | T 14. -555. 92. -555. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 44.6 179.7 -277.1 | | M 14. -277. 92. -277. 62. 35. 87. 0. 0. 0. 45. 1.000

|L 1 42.8 172.4 -133.6 | | M 6. -103. 89. -134. 62. 35. 84. 0. 0. 0. 43. 1.000

|L 1 42.8 88.6 133.6 | | B 0. 0. 89. 134. 0. 0. 0. 0. 0. 0. 43. 1.000

|L 1 45.0 -148.8 -379.4 | | T -149. -379. -149. -379. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 42.4 168.8 -278.6 | | T 169. -279. 169. -279. 0. 0. 0. 0. 0. 0. 42. 1.000

|L 1 42.4 231.5 -132.4 | | M 136. -114. 136. -132. 62. 35. 95. 0. 0. 0. 42. 1.000

|L 1 43.9 105.8 -307.0 | | T 106. -307. 106. -307. 0. 0. 0. 0. 0. 0. 44. 1.000

|L 1 43.9 188.5 -137.0 | | M 100. -129. 100. -137. 62. 35. 89. 0. 0. 0. 44. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

138

PILAR:P26 num. 26 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 6.7 -33.5 -152.5 | | T -33. -152. -33. -152. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 47.9 196.1 | | B 48. 196. 48. 196. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.4 -32.6 -230.9 | | T -33. -231. -33. -231. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 20.5 -92.3 | | M 21. -92. 21. -92. 57. 62. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 47.0 226.2 | | B 47. 226. 47. 226. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 7.0 -85.5 -176.0 | | T -86. -176. -86. -176. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.0 80.8 235.1 | | B 81. 235. 81. 235. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.0 -34.2 94.0 | | M -34. 94. -34. 94. 57. 71. 0. 0. 0. 0. 7. 1.000

|L 3 6.5 19.0 -124.0 | | T 19. -124. 19. -124. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.5 28.8 61.3 | | M 17. 61. 17. 61. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 6.5 14.8 153.3 | | B 15. 153. 15. 153. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.2 -31.9 -286.2 | | T -32. -286. -32. -286. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.2 19.6 -114.5 | | M 20. -114. 20. -114. 57. 63. 0. 0. 0. 0. 6. 1.000

|L 3 6.2 45.4 245.6 | | B 45. 246. 45. 246. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 7.3 -34.3 -22.0 | | T -34. -10. -34. -22. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.3 48.0 136.6 | | B 48. 137. 48. 137. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.1 -120.1 -191.7 | | T -120. -192. -120. -192. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.1 -48.0 103.1 | | M -48. 103. -48. 103. 57. 74. 0. 0. 0. 0. 7. 1.000

|L 3 7.1 101.5 257.7 | | B 102. 258. 102. 258. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.3 53.9 -108.4 | | T 54. -108. 54. -108. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 53.9 49.6 | | M 34. 50. 34. 50. 57. 45. 14. 0. 0. 0. 6. 1.000

|L 3 6.3 -13.1 124.0 | | B -8. 124. -13. 124. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 -32.8 -235.5 | | T -33. -235. -33. -235. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 47.2 230.0 | | B 47. 230. 47. 230. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.4 18.9 -128.7 | | T 19. -129. 19. -129. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.2 -32.1 -290.8 | | T -32. -291. -32. -291. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.2 19.6 -116.3 | | M 20. -116. 20. -116. 57. 63. 0. 0. 0. 0. 6. 1.000

|L 3 6.2 45.5 249.2 | | B 46. 249. 46. 249. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 53.8 -113.0 | | T 54. -113. 54. -113. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.3 53.8 51.1 | | M 34. 51. 34. 51. 57. 45. 14. 0. 0. 0. 6. 1.000

|L 3 6.3 -13.0 127.7 | | B -8. 128. -13. 128. 0. 0. 0. 0. 0. 0. 6. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 20.7 -68.3 -241.6 | | T -68. -242. -68. -242. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 20.8 76.4 105.6 | | M 34. 106. 43. 106. 57. 56. 33. 0. 0. 0. 21. 1.000

|L 2 20.7 72.8 266.6 | | B 73. 267. 73. 267. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 19.6 -66.9 -378.4 | | T -67. -378. -67. -378. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.8 72.6 -150.5 | | M 32. -151. 41. -151. 57. 57. 32. 0. 0. 0. 20. 1.000

|L 2 19.6 70.8 352.4 | | B 71. 352. 71. 352. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 21.6 -156.4 -217.3 | | T -156. -217. -156. -217. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.6 146.6 232.1 | | B 147. 232. 147. 232. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.0 193.6 203.3 | | B 194. 203. 194. 203. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.6 -62.6 92.8 | | M -63. 93. -63. 93. 57. 67. 0. 0. 0. 0. 22. 1.000

|L 2 19.8 41.0 -263.9 | | T 21. -264. 41. -264. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.8 72.8 119.3 | | M 21. 119. 41. 119. 57. 35. 32. 0. 0. 0. 20. 1.000

|L 2 19.8 -41.0 298.3 | | B -2. 298. -41. 298. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 18.6 -63.7 -463.8 | | T -64. -464. -64. -464. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 18.9 81.6 -274.4 | | T 82. -274. 82. -274. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 18.6 67.3 403.6 | | B 67. 404. 67. 404. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 22.0 -212.9 -195.4 | | T -213. -195. -213. -195. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.1 193.5 200.8 | | B 193. 201. 193. 201. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.2 73.5 115.1 | | B 74. 115. 74. 115. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.0 -85.2 81.3 | | M -85. 81. -85. 81. 57. 69. 0. 0. 0. 0. 22. 1.000

|L 2 18.9 81.6 126.1 | | M 43. 126. 43. 126. 57. 50. 31. 0. 0. 0. 19. 1.000

|L 2 18.9 -53.2 315.3 | | B -53. 315. -53. 315. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 20.7 75.9 106.6 | | M 33. 107. 43. 107. 57. 57. 33. 0. 0. 0. 21. 1.000

|L 2 19.7 40.7 -266.0 | | T 20. -266. 41. -266. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.7 72.3 120.4 | | M 20. 120. 41. 120. 57. 35. 32. 0. 0. 0. 20. 1.000

|L 2 19.7 -40.7 301.0 | | B -2. 301. -41. 301. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 18.7 81.5 -276.5 | | T 81. -277. 81. -277. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 18.7 81.5 127.1 | | M 43. 127. 43. 127. 57. 50. 31. 0. 0. 0. 19. 1.000

|L 2 18.7 -53.1 317.8 | | B -53. 318. -53. 318. 0. 0. 0. 0. 0. 0. 19. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 35.1 -72.6 -153.0 | | T -36. -153. -73. -153. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 35.1 -141.2 -105.2 | | M -36. -61. -73. -105. 62. 35. -69. 0. 0. 0. 35. 1.000

|L 1 35.1 72.6 105.2 | | B 0. 0. 73. 105. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 33.1 -68.5 -298.1 | | T -35. -298. -68. -298. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.1 -133.2 -139.1 | | M -35. -139. -68. -139. 62. 35. -65. 0. 0. 0. 33. 1.000

|L 1 33.3 69.0 100.0 | | B 0. 0. 69. 100. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 37.0 -149.1 -111.1 | | M -37. -8. -77. -111. 62. 35. -72. 0. 0. 0. 37. 1.000

|L 1 37.5 77.7 112.6 | | B 0. 0. 78. 113. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 36.6 -98.1 -220.2 | | T -98. -220. -98. -220. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 33.3 134.2 -100.0 | | M 27. -87. 69. -100. 62. 35. 65. 0. 0. 0. 33. 1.000

|L 1 31.2 -64.5 -391.9 | | T -33. -392. -64. -392. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.2 -125.4 -197.7 | | M -33. -198. -64. -198. 62. 35. -61. 0. 0. 0. 31. 1.000

|L 1 31.4 65.0 94.2 | | B 0. 0. 65. 94. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 37.7 -151.8 113.1 | | M -36. 92. -78. 113. 62. 35. -74. 0. 0. 0. 38. 1.000

|L 1 37.7 78.1 113.1 | | B 0. 0. 78. 113. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 37.1 -138.6 -261.5 | | T -139. -262. -139. -262. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 31.6 130.1 -94.7 | | M 68. -40. 68. -95. 62. 35. 62. 0. 0. 0. 32. 1.000

|L 1 31.6 65.3 94.7 | | B 0. 0. 65. 95. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 34.9 -72.2 -153.9 | | T -36. -154. -72. -154. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 32.9 -68.1 -298.9 | | T -35. -299. -68. -299. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.9 -132.5 -139.8 | | M -35. -140. -68. -140. 62. 35. -64. 0. 0. 0. 33. 1.000

|L 1 32.9 68.1 98.7 | | B 0. 0. 68. 99. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 37.1 76.8 111.4 | | B 0. 0. 77. 111. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 31.0 -64.1 -392.7 | | T -33. -393. -64. -393. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.0 -124.7 -198.5 | | M -33. -198. -64. -198. 62. 35. -61. 0. 0. 0. 31. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P27 num. 27 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 5.3 -65.4 24.8 | | T -65. 25. -65. 25. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.3 35.7 23.8 | | M 36. 22. 36. 24. 57. 74. 0. 0. 0. 0. 5. 1.000

|L 3 5.3 89.3 -23.8 | | B 89. -7. 89. -24. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.2 -51.2 23.3 | | T -51. 22. -51. 23. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.2 35.5 23.3 | | M 36. 22. 36. 23. 57. 72. 0. 0. 0. 0. 5. 1.000

|L 3 5.2 86.2 -23.3 | | B 86. -7. 86. -23. 0. 0. 0. 0. 0. 0. 5. 1.000

139

|L 3 5.4 -79.7 27.7 | | T -80. 28. -80. 28. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.4 37.0 24.2 | | M 37. 23. 37. 24. 57. 74. 0. 0. 0. 0. 5. 1.000

|L 3 5.4 92.4 -24.2 | | B 92. -8. 92. -24. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 3.8 -77.1 -352.8 | | T -77. -353. -77. -353. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 105.6 -633.2 | | B 106. -633. 106. -633. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 6.8 -53.8 404.2 | | T -54. 404. -54. 404. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 73.1 618.8 | | B 73. 619. 73. 619. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 5.1 -41.4 23.0 | | T -41. 19. -41. 23. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.1 37.1 23.0 | | M 37. 19. 37. 23. 57. 66. 0. 0. 0. 0. 5. 1.000

|L 3 5.1 82.5 -23.0 | | B 82. -7. 82. -23. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.4 -88.9 28.8 | | T -89. 29. -89. 29. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.5 37.3 27.6 | | M 37. 28. 37. 28. 57. 74. 0. 0. 0. 0. 5. 1.000

|L 3 5.5 93.2 -24.5 | | B 93. -14. 93. -25. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 2.8 -84.6 -605.4 | | T -85. -605. -85. -605. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 3 2.8 114.7 -1051.4 | | B 115. -1051. 115. -1051. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 3 7.9 -46.8 666.3 | | T -47. 666. -47. 666. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.8 60.6 1033.3 | | B 61. 1033. 61. 1033. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 5.4 -66.4 36.3 | | T -66. 36. -66. 36. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.4 36.1 25.8 | | M 36. 26. 36. 26. 57. 74. 0. 0. 0. 0. 5. 1.000

|L 3 5.3 -52.2 33.3 | | T -52. 33. -52. 33. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.3 35.6 24.0 | | M 36. 24. 36. 24. 57. 72. 0. 0. 0. 0. 5. 1.000

|L 3 5.5 -80.6 39.2 | | T -81. 39. -81. 39. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 3.8 -78.1 -341.3 | | T -78. -341. -78. -341. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.8 106.3 -639.9 | | B 106. -640. 106. -640. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 6.9 -54.7 415.7 | | T -55. 416. -55. 416. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 73.9 612.1 | | B 74. 612. 74. 612. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 5.2 -42.4 30.4 | | T -42. 30. -42. 30. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.2 37.3 23.3 | | M 37. 22. 37. 23. 57. 66. 0. 0. 0. 0. 5. 1.000

|L 3 5.5 -89.9 40.0 | | T -90. 40. -90. 40. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.5 37.4 27.8 | | M 37. 28. 37. 28. 57. 74. 0. 0. 0. 0. 6. 1.000

|L 3 5.5 93.5 -24.8 | | B 94. -15. 94. -25. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 2.8 -85.5 -594.2 | | T -86. -594. -86. -594. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 3 2.8 115.5 -1058.0 | | B 115. -1058. 116. -1058. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 3 7.9 61.5 1026.8 | | B 61. 1027. 61. 1027. 0. 0. 0. 0. 0. 0. 8. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 13.9 -127.0 -62.6 | | T -127. -14. -127. -63. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 13.9 142.5 -62.6 | | B 143. -11. 143. -63. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 13.6 -96.9 -61.2 | | T -97. -16. -97. -61. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 13.6 131.7 -61.2 | | B 132. -8. 132. -61. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 14.4 -174.9 -64.8 | | T -175. -6. -175. -65. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 14.4 157.9 -64.8 | | B 158. -21. 158. -65. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 10.2 -127.7 -1153.9 | | T -128. -1154. -128. -1154. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 2 10.2 57.1 -952.1 | | M 57. -952. 57. -952. 57. 72. 0. 0. 0. 0. 10. 1.000

|L 2 10.2 142.7 -649.5 | | B 143. -649. 143. -649. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 2 17.7 -127.0 1132.2 | | T -127. 1132. -127. 1132. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 17.7 57.2 932.7 | | M 57. 933. 57. 933. 57. 68. 0. 0. 0. 0. 18. 1.000

|L 2 17.6 142.5 638.3 | | B 143. 638. 143. 638. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 13.2 -73.5 -59.6 | | T -74. -17. -74. -60. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.2 121.2 -59.6 | | B 121. -6. 121. -60. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 7.6 -124.9 -1913.5 | | T -125. -1914. -125. -1914. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 2 7.6 55.8 -1578.4 | | M 56. -1578. 56. -1578. 57. 75. 0. 0. 0. 0. 8. 1.000

|L 2 7.6 139.4 -1075.6 | | B 139. -1076. 139. -1076. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 2 20.0 -123.3 1889.9 | | T -123. 1890. -123. 1890. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.0 55.9 1559.4 | | M 56. 1559. 56. 1559. 57. 67. 0. 0. 0. 0. 20. 1.000

|L 2 19.9 139.3 1068.5 | | B 139. 1068. 139. 1068. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 14.0 -127.7 -63.2 | | T -128. -10. -128. -63. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 14.0 143.1 -63.2 | | B 143. -16. 143. -63. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 13.7 -97.6 -61.8 | | T -98. -12. -98. -62. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 13.7 132.3 -61.8 | | B 132. -13. 132. -62. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 14.3 -157.9 -64.6 | | T -158. -8. -158. -65. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 14.3 154.0 -64.6 | | B 154. -19. 154. -65. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 10.4 -128.4 -1149.4 | | T -128. -1149. -128. -1149. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 2 10.4 57.3 -951.4 | | M 57. -951. 57. -951. 57. 72. 0. 0. 0. 0. 10. 1.000

|L 2 10.4 143.2 -654.4 | | B 143. -654. 143. -654. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 2 17.7 143.1 633.4 | | B 143. 633. 143. 633. 0. 0. 0. 0. 0. 0. 18. 1.000

|L 2 13.4 -74.2 -60.2 | | T -74. -13. -74. -60. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.4 121.8 -60.2 | | B 122. -11. 122. -60. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 7.8 -125.6 -1909.0 | | T -126. -1909. -126. -1909. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 2 7.8 56.0 -1577.6 | | M 56. -1578. 56. -1578. 57. 74. 0. 0. 0. 0. 8. 1.000

|L 2 7.8 140.0 -1080.4 | | B 140. -1080. 140. -1080. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 2 20.0 139.9 1063.7 | | B 140. 1064. 140. 1064. 0. 0. 0. 0. 0. 0. 20. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 22.9 -59.8 -103.2 | | T -60. -24. -60. -103. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 22.9 47.5 103.2 | | B 0. 0. 47. 103. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 22.4 -90.0 -100.6 | | M -25. -24. -46. -101. 62. 35. -44. 0. 0. 0. 22. 1.000

|L 1 22.4 46.3 100.6 | | B 0. 0. 46. 101. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 23.6 -117.2 -106.2 | | T -117. -24. -117. -106. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 1 23.6 48.9 106.2 | | B 0. 0. 49. 106. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 1 16.2 -82.9 -1363.0 | | T -83. -1363. -83. -1363. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.2 33.5 72.7 | | B 0. 0. 33. 73. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 29.6 -61.2 1326.6 | | T -36. 1327. -61. 1327. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 29.6 -119.0 849.2 | | M -36. 849. -61. 849. 62. 35. -58. 0. 0. 0. 30. 1.000

|L 1 29.6 61.2 133.0 | | B 0. 0. 61. 133. 0. 0. 0. 0. 0. 0. 30. 1.000

|L 1 21.7 87.2 -97.5 | | M 0. -23. 45. -98. 62. 35. 42. 0. 0. 0. 22. 1.000

|L 1 21.7 44.9 97.5 | | B 0. 0. 45. 98. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 11.5 -97.0 -2253.4 | | T -97. -2253. -97. -2253. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 11.5 -97.0 -1331.4 | | M -49. -1331. -49. -1331. 62. 55. -28. 0. 0. 0. 11. 1.000

|L 1 11.5 23.8 51.6 | | B 0. 0. 24. 52. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 33.6 -69.6 2223.2 | | T -19. 2223. -70. 2223. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 33.6 -135.5 1394.5 | | M -19. 1394. -70. 1394. 62. 35. -66. 0. 0. 0. 34. 1.000

|L 1 33.6 69.6 151.4 | | B 0. 0. 70. 151. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 22.4 -46.3 -100.6 | | T -25. -24. -46. -101. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 23.5 -95.1 -105.8 | | T -95. -24. -95. -106. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 1 16.3 -83.2 -1360.5 | | T -83. -1361. -83. -1361. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 16.3 33.8 73.6 | | B 0. 0. 34. 74. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 1 21.7 44.9 -97.5 | | T 0. -23. 45. -98. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 11.7 -97.4 -2251.1 | | T -97. -2251. -97. -2251. 0. 0. 0. 0. 0. 0. 12. 1.000

|L 1 11.7 24.1 52.5 | | B 0. 0. 24. 52. 0. 0. 0. 0. 0. 0. 12. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P28 num. 28 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 7.4 -15.4 351.7 | | T -2. 352. -15. 352. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.4 27.3 -155.5 | | M 3. -156. 15. -156. 57. 35. 12. 0. 0. 0. 7. 1.000

140

|L 3 7.4 15.4 -388.8 | | B 3. -389. 15. -389. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.2 -15.0 290.8 | | T -2. 291. -15. 291. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.2 26.6 -151.4 | | M 3. -151. 15. -151. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.2 15.0 -378.4 | | B 3. -378. 15. -378. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.6 -15.8 412.4 | | T -2. 412. -16. 412. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 28.3 181.0 | | M 1. 181. 16. 181. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.6 15.8 -398.9 | | B 3. -399. 16. -399. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 9.1 -76.3 325.5 | | T -76. 325. -76. 325. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 -30.5 -153.5 | | M -31. -153. -31. -153. 57. 68. 0. 0. 0. 0. 9. 1.000

|L 3 9.1 61.2 -383.7 | | B 61. -384. 61. -384. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 5.8 72.8 378.1 | | T 73. 378. 73. 378. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 29.1 -157.6 | | M 29. -158. 29. -158. 57. 71. 0. 0. 0. 0. 6. 1.000

|L 3 5.8 -55.4 -394.0 | | B -55. -394. -55. -394. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 7.1 -14.8 291.6 | | T -1. 292. -15. 292. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.1 26.2 -151.5 | | M 2. -151. 15. -151. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 7.1 14.8 -378.7 | | B 2. -379. 15. -379. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.8 -16.1 451.8 | | T -2. 452. -16. 452. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.8 28.6 180.7 | | M 2. 181. 16. 181. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.8 16.1 -396.5 | | B 2. -396. 16. -396. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 10.2 -126.0 306.7 | | T -126. 307. -126. 307. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 3 10.2 -50.4 -148.5 | | M -50. -148. -50. -148. 57. 71. 0. 0. 0. 0. 10. 1.000

|L 3 10.2 100.0 -371.1 | | B 100. -371. 100. -371. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 3 4.6 122.4 394.2 | | T 122. 394. 122. 394. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -94.2 -388.2 | | B -94. -388. -94. -388. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 7.3 -15.2 352.4 | | T -1. 352. -15. 352. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.3 27.0 -155.6 | | M 2. -156. 15. -156. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.3 15.2 -389.1 | | B 2. -389. 15. -389. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.6 -15.6 413.3 | | T -1. 413. -16. 413. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 27.8 165.3 | | M 2. 165. 16. 165. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.6 15.6 -399.1 | | B 2. -399. 16. -399. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 9.0 -75.2 326.2 | | T -75. 326. -75. 326. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 -30.1 -153.6 | | M -30. -154. -30. -154. 57. 68. 0. 0. 0. 0. 9. 1.000

|L 3 9.0 60.2 -384.0 | | B 60. -384. 60. -384. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 5.7 73.9 378.8 | | T 74. 379. 74. 379. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 29.6 -157.7 | | M 30. -158. 30. -158. 57. 71. 0. 0. 0. 0. 6. 1.000

|L 3 5.7 -56.4 -394.2 | | B -56. -394. -56. -394. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 7.0 -14.5 249.8 | | T -1. 250. -14. 250. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.0 25.7 -145.1 | | M 3. -145. 14. -145. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 7.0 14.5 -362.7 | | B 3. -363. 14. -363. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.7 15.9 452.5 | | T 0. 452. 16. 452. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 15.9 -396.8 | | B 1. -397. 16. -397. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 10.1 -125.0 307.4 | | T -125. 307. -125. 307. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 3 10.1 -50.0 -148.6 | | M -50. -149. -50. -149. 57. 71. 0. 0. 0. 0. 10. 1.000

|L 3 10.1 99.0 -371.4 | | B 99. -371. 99. -371. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 3 4.6 123.3 394.9 | | T 123. 395. 123. 395. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.6 -95.2 -388.5 | | B -95. -389. -95. -389. 0. 0. 0. 0. 0. 0. 5. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 22.7 -47.0 508.2 | | T -5. 508. -47. 508. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.7 83.5 -237.3 | | M 6. -237. 47. -237. 57. 35. 36. 0. 0. 0. 23. 1.000

|L 2 22.7 47.0 -593.2 | | B 6. -593. 47. -593. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.2 -45.9 412.3 | | T -6. 412. -46. 412. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.2 81.4 -224.2 | | M 6. -224. 46. -224. 57. 35. 36. 0. 0. 0. 22. 1.000

|L 2 22.2 45.9 -560.4 | | B 6. -560. 46. -560. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 23.3 -48.2 604.4 | | T -4. 604. -48. 604. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 23.3 85.6 -250.4 | | M 5. -250. 48. -250. 57. 35. 37. 0. 0. 0. 23. 1.000

|L 2 23.3 48.2 -626.1 | | B 5. -626. 48. -626. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 26.5 -121.9 465.8 | | T -122. 466. -122. 466. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.5 -54.8 -212.5 | | M -49. -212. -55. -212. 57. 65. 0. 0. 0. 0. 26. 1.000

|L 2 26.5 114.9 -531.2 | | B 115. -531. 115. -531. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 18.8 113.3 551.2 | | T 113. 551. 113. 551. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 18.8 45.3 -262.2 | | M 45. -262. 45. -262. 57. 66. 0. 0. 0. 0. 19. 1.000

|L 2 18.8 -105.0 -655.6 | | B -105. -656. -105. -656. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 21.4 -44.2 330.7 | | T -6. 331. -44. 331. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.4 78.5 -208.2 | | M 6. -208. 44. -208. 57. 35. 34. 0. 0. 0. 21. 1.000

|L 2 21.4 44.2 -520.4 | | B 6. -520. 44. -520. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 23.3 -48.2 650.9 | | T -4. 651. -48. 651. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 23.3 85.5 260.3 | | M 5. 260. 48. 260. 57. 35. 37. 0. 0. 0. 23. 1.000

|L 2 23.3 48.2 -629.6 | | B 5. -630. 48. -630. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 28.5 -199.8 419.9 | | T -200. 420. -200. 420. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.5 -79.9 -188.7 | | M -80. -189. -80. -189. 57. 67. 0. 0. 0. 0. 29. 1.000

|L 2 28.5 187.6 -471.7 | | B 188. -472. 188. -472. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 16.1 190.4 561.1 | | T 190. 561. 190. 561. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 2 16.1 76.2 -271.4 | | M 76. -271. 76. -271. 57. 70. 0. 0. 0. 0. 16. 1.000

|L 2 16.1 -177.2 -678.6 | | B -177. -679. -177. -679. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 2 22.5 -46.7 508.6 | | T -4. 509. -47. 509. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.5 82.8 -237.3 | | M 5. -237. 47. -237. 57. 35. 36. 0. 0. 0. 23. 1.000

|L 2 22.5 46.7 -593.3 | | B 5. -593. 47. -593. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.0 -45.5 412.7 | | T -5. 413. -45. 413. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.0 80.7 -224.2 | | M 5. -224. 45. -224. 57. 35. 35. 0. 0. 0. 22. 1.000

|L 2 22.0 45.5 -560.6 | | B 5. -561. 45. -561. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 23.1 84.9 -250.4 | | M 4. -250. 48. -250. 57. 35. 37. 0. 0. 0. 23. 1.000

|L 2 26.3 -121.1 466.3 | | T -121. 466. -121. 466. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 26.3 -54.4 -212.5 | | M -49. -213. -54. -213. 57. 65. 0. 0. 0. 0. 26. 1.000

|L 2 26.3 114.1 -531.3 | | B 114. -531. 114. -531. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 2 21.2 -43.8 331.1 | | T -5. 331. -44. 331. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.2 77.8 -208.2 | | M 5. -208. 44. -208. 57. 35. 34. 0. 0. 0. 21. 1.000

|L 2 23.1 -47.8 651.3 | | T -3. 651. -48. 651. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 23.1 84.8 260.5 | | M 4. 261. 48. 261. 57. 35. 37. 0. 0. 0. 23. 1.000

|L 2 23.1 47.8 -629.7 | | B 4. -630. 48. -630. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 28.4 -198.9 420.4 | | T -199. 420. -199. 420. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 28.4 186.9 -471.7 | | B 187. -472. 187. -472. 0. 0. 0. 0. 0. 0. 28. 1.000

|L 2 15.9 191.2 561.7 | | T 191. 562. 191. 562. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 2 15.9 76.5 -271.4 | | M 76. -271. 76. -271. 57. 70. 0. 0. 0. 0. 16. 1.000

|L 2 15.9 -177.9 -678.6 | | B -178. -679. -178. -679. 0. 0. 0. 0. 0. 0. 16. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 38.1 -79.0 265.6 | | T -4. 266. -79. 266. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.1 -153.6 205.1 | | M -4. 205. -79. 205. 62. 35. -75. 0. 0. 0. 38. 1.000

|L 1 38.1 79.0 114.4 | | B 0. 0. 79. 114. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 37.0 -76.7 144.6 | | T -4. 145. -77. 145. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 37.0 -149.1 131.2 | | M -4. 131. -77. 131. 62. 35. -72. 0. 0. 0. 37. 1.000

|L 1 37.0 76.7 111.1 | | B 0. 0. 77. 111. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 39.2 -81.2 386.5 | | T -3. 387. -81. 387. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 39.2 -158.0 279.0 | | M -3. 279. -81. 279. 62. 35. -77. 0. 0. 0. 39. 1.000

|L 1 39.2 81.2 117.7 | | B 0. 0. 81. 118. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 45.0 -93.0 277.5 | | T -92. 277. -93. 277. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 45.0 -181.0 220.4 | | M -92. 220. -93. 220. 62. 35. -88. 0. 0. 0. 45. 1.000

|L 1 45.0 93.0 134.9 | | B 0. 0. 93. 135. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 31.1 86.0 254.0 | | T 86. 254. 86. 254. 0. 0. 0. 0. 0. 0. 31. 1.000

|L 1 31.3 142.1 189.7 | | M 77. 190. 77. 190. 62. 35. 65. 0. 0. 0. 31. 1.000

|L 1 35.5 -142.8 106.4 | | M -4. 56. -73. 106. 62. 35. -69. 0. 0. 0. 35. 1.000

|L 1 35.5 73.4 106.4 | | B 0. 0. 73. 106. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 39.1 -81.0 459.1 | | T -3. 459. -81. 459. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 39.1 -157.6 322.4 | | M -3. 322. -81. 322. 62. 35. -77. 0. 0. 0. 39. 1.000

141

|L 1 48.7 -151.5 277.2 | | T -151. 277. -151. 277. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 1 48.7 100.7 146.0 | | B 0. 0. 101. 146. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 1 25.7 145.2 237.9 | | T 145. 238. 145. 238. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 25.9 171.0 173.6 | | M 108. 174. 108. 174. 62. 37. 63. 0. 0. 0. 26. 1.000

|L 1 37.9 -78.5 265.9 | | T -3. 266. -78. 266. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 36.8 -76.2 144.9 | | T -4. 145. -76. 145. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 44.7 -92.5 277.9 | | T -92. 278. -93. 278. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 38.9 -80.5 459.5 | | T -3. 459. -81. 459. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 48.4 -151.1 277.6 | | T -151. 278. -151. 278. 0. 0. 0. 0. 0. 0. 48. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P29 num. 29 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 7.3 -15.0 237.9 | | T -3. 238. -15. 238. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.3 26.6 -98.4 | | M 3. -98. 15. -98. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.3 15.0 -246.0 | | B 3. -246. 15. -246. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 -58.1 248.4 | | T -58. 248. -58. 248. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 42.4 -257.5 | | B 42. -257. 42. -257. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.0 42.8 -256.2 | | B 43. -256. 43. -256. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.5 -15.5 301.3 | | T -3. 301. -16. 301. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 52.5 227.4 | | T 53. 227. 53. 227. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.5 15.5 -271.6 | | B 4. -272. 16. -272. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 6.9 -23.6 -103.0 | | M -24. -103. -24. -103. 57. 67. 0. 0. 0. 0. 7. 1.000

|L 3 7.6 23.4 -93.8 | | M 23. -94. 23. -94. 57. 61. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 -35.8 -234.5 | | B -36. -234. -36. -234. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 6.8 -14.1 131.0 | | T -2. 131. -14. 131. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 -25.0 -78.3 | | M -2. -78. -14. -78. 57. 35. -11. 0. 0. 0. 7. 1.000

|L 3 6.8 14.1 -195.9 | | B 2. -196. 14. -196. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.7 -15.9 342.6 | | T -4. 343. -16. 343. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 28.2 137.0 | | M 4. 137. 16. 137. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.7 15.9 -282.0 | | B 4. -282. 16. -282. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 6.7 -94.9 254.2 | | T -95. 254. -95. 254. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 -38.0 -103.3 | | M -38. -103. -38. -103. 57. 72. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 68.2 -258.3 | | B 68. -258. 68. -258. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.8 89.3 219.2 | | T 89. 219. 89. 219. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.8 35.7 -88.0 | | M 36. -88. 36. -88. 57. 70. 0. 0. 0. 0. 8. 1.000

|L 3 7.8 -62.0 -219.9 | | B -62. -220. -62. -220. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.3 -15.1 236.9 | | T -3. 237. -15. 237. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.3 26.7 -97.9 | | M 4. -98. 15. -98. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.3 15.1 -244.7 | | B 4. -245. 15. -245. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.0 -58.5 247.2 | | T -59. 247. -59. 247. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.0 25.8 -87.5 | | M 3. -88. 15. -88. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 7.0 14.5 -218.8 | | B 3. -219. 15. -219. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.5 -15.6 300.3 | | T -4. 300. -16. 300. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.5 15.6 -270.3 | | B 4. -270. 16. -270. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.0 -23.7 -102.5 | | M -24. -102. -24. -102. 57. 67. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 -14.2 130.1 | | T -3. 130. -14. 130. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 25.1 -77.8 | | M 3. -78. 14. -78. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 6.8 14.2 -194.6 | | B 3. -195. 14. -195. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.7 -15.9 341.6 | | T -4. 342. -16. 342. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 28.3 136.6 | | M 4. 137. 16. 137. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.7 15.9 -280.7 | | B 4. -281. 16. -281. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 6.7 -95.3 253.3 | | T -95. 253. -95. 253. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 -38.1 -102.8 | | M -38. -103. -38. -103. 57. 72. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 68.6 -257.0 | | B 69. -257. 69. -257. 0. 0. 0. 0. 0. 0. 7. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 21.8 -45.1 300.9 | | T -4. 301. -45. 301. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.8 -80.0 -138.9 | | M -4. -139. -45. -139. 57. 35. -35. 0. 0. 0. 22. 1.000

|L 2 21.8 45.1 -347.2 | | B 4. -347. 45. -347. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 20.9 -43.2 164.2 | | T -4. 164. -43. 164. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 20.9 -76.7 -116.4 | | M -4. -116. -43. -116. 57. 35. -33. 0. 0. 0. 21. 1.000

|L 2 20.9 43.2 -261.8 | | B 3. -262. 43. -262. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 22.9 -47.3 516.2 | | T -5. 516. -47. 516. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.9 84.0 206.5 | | M 6. 206. 47. 206. 57. 35. 37. 0. 0. 0. 23. 1.000

|L 2 22.9 47.3 -476.7 | | B 6. -477. 47. -477. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 21.1 -94.9 299.6 | | T -95. 300. -95. 300. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.1 -43.7 -138.4 | | M -43. -138. -44. -138. 57. 59. 0. 0. 0. 0. 21. 1.000

|L 2 21.1 79.7 -346.1 | | B 80. -346. 80. -346. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 22.4 86.5 302.3 | | T 87. 302. 87. 302. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.4 86.5 -139.3 | | M 42. -139. 46. -139. 57. 54. 36. 0. 0. 0. 22. 1.000

|L 2 22.4 -71.1 -348.3 | | B -71. -348. -71. -348. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 19.8 -41.1 60.2 | | T -3. 60. -41. 60. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.8 -72.9 -114.7 | | M -3. -115. -41. -115. 57. 35. -32. 0. 0. 0. 20. 1.000

|L 2 19.8 41.1 -191.7 | | B 2. -192. 41. -192. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.3 -155.0 285.6 | | T -155. 286. -155. 286. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.3 -62.0 -132.9 | | M -62. -133. -62. -133. 57. 68. 0. 0. 0. 0. 20. 1.000

|L 2 20.3 129.5 -332.2 | | B 130. -332. 130. -332. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 22.4 147.3 290.2 | | T 147. 290. 147. 290. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.4 -121.7 -335.9 | | B -122. -336. -122. -336. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.8 -45.2 300.0 | | T -5. 300. -45. 300. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.8 -80.2 -138.4 | | M -5. -138. -45. -138. 57. 35. -35. 0. 0. 0. 22. 1.000

|L 2 21.8 45.2 -345.9 | | B 5. -346. 45. -346. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 20.9 -76.8 -116.0 | | M -4. -116. -43. -116. 57. 35. -34. 0. 0. 0. 21. 1.000

|L 2 21.2 -95.3 298.8 | | T -95. 299. -95. 299. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.2 -43.8 -137.9 | | M -43. -138. -44. -138. 57. 59. 0. 0. 0. 0. 21. 1.000

|L 2 21.2 79.9 -344.8 | | B 80. -345. 80. -345. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 19.9 -41.2 59.6 | | T -3. 60. -41. 60. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.9 -73.1 -114.3 | | M -3. -114. -41. -114. 57. 35. -32. 0. 0. 0. 20. 1.000

|L 2 19.9 41.2 -190.4 | | B 2. -190. 41. -190. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 22.9 -47.4 515.5 | | T -6. 515. -47. 515. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.9 84.2 206.2 | | M 6. 206. 47. 206. 57. 35. 37. 0. 0. 0. 23. 1.000

|L 2 22.9 47.4 -475.4 | | B 6. -475. 47. -475. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 20.3 -155.3 284.9 | | T -155. 285. -155. 285. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.3 -62.1 -132.4 | | M -62. -132. -62. -132. 57. 68. 0. 0. 0. 0. 20. 1.000

|L 2 20.3 129.8 -331.1 | | B 130. -331. 130. -331. 0. 0. 0. 0. 0. 0. 20. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 36.0 -74.5 145.0 | | T -3. 145. -75. 145. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 36.0 -144.9 130.2 | | M -3. 130. -75. 130. 62. 35. -70. 0. 0. 0. 36. 1.000

|L 1 36.0 74.6 108.1 | | B 0. 0. 75. 108. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 34.2 -137.6 -102.6 | | M -3. -4. -71. -103. 62. 35. -67. 0. 0. 0. 34. 1.000

|L 1 34.2 70.8 102.6 | | B 0. 0. 71. 103. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 37.9 -78.4 294.0 | | T -4. 294. -78. 294. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 37.9 -152.4 221.8 | | M -4. 222. -78. 222. 62. 35. -74. 0. 0. 0. 38. 1.000

|L 1 37.9 78.5 113.7 | | B 0. 0. 78. 114. 0. 0. 0. 0. 0. 0. 38. 1.000

142

|L 1 34.7 -73.1 162.1 | | T -73. 162. -73. 162. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 34.7 71.9 104.2 | | B 0. 0. 72. 104. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 37.3 77.2 128.0 | | T 67. 128. 77. 128. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 37.3 150.2 121.5 | | M 67. 122. 77. 122. 62. 35. 73. 0. 0. 0. 37. 1.000

|L 1 32.1 -66.5 -109.2 | | T -2. -109. -66. -109. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 32.1 -129.3 -96.4 | | M -2. -44. -66. -96. 62. 35. -63. 0. 0. 0. 32. 1.000

|L 1 32.1 66.5 96.4 | | B 0. 0. 66. 96. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 38.3 -79.2 387.5 | | T -4. 388. -79. 388. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.3 -154.1 278.5 | | M -4. 278. -79. 278. 62. 35. -75. 0. 0. 0. 38. 1.000

|L 1 38.3 79.4 115.0 | | B 0. 0. 79. 115. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 33.0 -119.7 167.6 | | T -120. 168. -120. 168. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 33.1 68.4 99.2 | | B 0. 0. 68. 99. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 37.4 178.8 112.2 | | M 100. 110. 100. 112. 62. 35. 79. 0. 0. 0. 37. 1.000

|L 1 36.0 -74.6 144.8 | | T -3. 145. -75. 145. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 36.0 -145.1 130.1 | | M -3. 130. -75. 130. 62. 35. -71. 0. 0. 0. 36. 1.000

|L 1 34.2 -70.8 -102.6 | | T -3. -4. -71. -103. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 34.7 -73.2 161.8 | | T -73. 162. -73. 162. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 37.4 77.3 127.7 | | T 67. 128. 77. 128. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 37.4 150.4 121.4 | | M 67. 121. 77. 121. 62. 35. 73. 0. 0. 0. 37. 1.000

|L 1 38.3 -79.4 387.4 | | T -4. 387. -79. 387. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.3 -154.3 278.4 | | M -4. 278. -79. 278. 62. 35. -75. 0. 0. 0. 38. 1.000

|L 1 33.1 -119.8 167.4 | | T -120. 167. -120. 167. 0. 0. 0. 0. 0. 0. 33. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P30 num. 30 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 7.2 -14.8 236.3 | | T -2. 236. -15. 236. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.2 26.3 -97.4 | | M 3. -97. 15. -97. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.2 14.8 -243.5 | | B 3. -243. 15. -243. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 -14.3 172.8 | | T -1. 173. -14. 173. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 25.4 -87.0 | | M 3. -87. 14. -87. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 6.9 14.3 -217.4 | | B 3. -217. 14. -217. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.4 -15.4 299.9 | | T -2. 300. -15. 300. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.4 27.3 120.0 | | M 3. 120. 15. 120. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.4 15.4 -269.2 | | B 3. -269. 15. -269. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.5 -57.0 226.2 | | T -57. 226. -57. 226. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.5 -23.6 -92.8 | | M -24. -93. -24. -93. 57. 65. 0. 0. 0. 0. 7. 1.000

|L 3 7.5 41.9 -232.1 | | B 42. -232. 42. -232. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 53.5 246.5 | | T 53. 247. 53. 247. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 23.3 -101.9 | | M 23. -102. 23. -102. 57. 63. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 -36.1 -254.8 | | B -36. -255. -36. -255. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 -13.9 129.2 | | T -1. 129. -14. 129. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 24.7 -77.3 | | M 2. -77. 14. -77. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 6.7 13.9 -193.2 | | B 2. -193. 14. -193. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.6 -15.7 341.3 | | T -3. 341. -16. 341. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 27.9 136.5 | | M 4. 137. 16. 137. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.6 15.7 -279.6 | | B 4. -280. 16. -280. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 -93.8 218.4 | | T -94. 218. -94. 218. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 67.9 -217.7 | | B 68. -218. 68. -218. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 6.6 90.2 252.3 | | T 90. 252. 90. 252. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.6 36.1 -102.3 | | M 36. -102. 36. -102. 57. 71. 0. 0. 0. 0. 7. 1.000

|L 3 6.6 -62.2 -255.6 | | B -62. -256. -62. -256. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.2 -14.9 235.3 | | T -1. 235. -15. 235. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.2 26.4 -96.9 | | M 3. -97. 15. -97. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.2 14.9 -242.2 | | B 3. -242. 15. -242. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 -14.4 171.6 | | T -1. 172. -14. 172. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 25.5 -86.5 | | M 2. -86. 14. -86. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 6.9 14.4 -216.2 | | B 2. -216. 14. -216. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.5 -15.4 298.9 | | T -2. 299. -15. 299. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.5 27.4 119.6 | | M 3. 120. 15. 120. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.5 15.4 -268.0 | | B 3. -268. 15. -268. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 54.0 245.4 | | T 54. 245. 54. 245. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 23.4 -101.4 | | M 23. -101. 23. -101. 57. 63. 0. 0. 0. 0. 7. 1.000

|L 3 6.9 -36.7 -253.5 | | B -37. -254. -37. -254. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 -14.0 128.2 | | T -1. 128. -14. 128. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.8 24.9 -76.8 | | M 2. -77. 14. -77. 57. 35. 11. 0. 0. 0. 7. 1.000

|L 3 6.8 14.0 -192.1 | | B 2. -192. 14. -192. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.6 -15.8 340.2 | | T -2. 340. -16. 340. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 28.0 136.1 | | M 3. 136. 16. 136. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.6 15.8 -278.3 | | B 3. -278. 16. -278. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 6.7 90.7 251.2 | | T 91. 251. 91. 251. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 36.3 -101.8 | | M 36. -102. 36. -102. 57. 71. 0. 0. 0. 0. 7. 1.000

|L 3 6.7 -62.6 -254.4 | | B -63. -254. -63. -254. 0. 0. 0. 0. 0. 0. 7. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 21.6 -44.8 299.9 | | T -4. 300. -45. 300. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.6 -79.5 -138.0 | | M -4. -138. -45. -138. 57. 35. -35. 0. 0. 0. 22. 1.000

|L 2 21.6 44.8 -345.0 | | B 4. -345. 45. -345. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 20.7 -42.9 163.0 | | T -4. 163. -43. 163. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 20.7 -76.1 -115.2 | | M -4. -115. -43. -115. 57. 35. -33. 0. 0. 0. 21. 1.000

|L 2 20.7 42.9 -259.3 | | B 4. -259. 43. -259. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 22.7 -47.0 515.8 | | T -5. 516. -47. 516. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.7 83.5 206.3 | | M 6. 206. 47. 206. 57. 35. 36. 0. 0. 0. 23. 1.000

|L 2 22.7 47.0 -475.2 | | B 6. -475. 47. -475. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.3 -95.1 301.1 | | T -95. 301. -95. 301. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.3 -95.1 -138.3 | | M -44. -138. -46. -138. 57. 57. -36. 0. 0. 0. 22. 1.000

|L 2 22.3 79.7 -345.8 | | B 80. -346. 80. -346. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.0 86.4 298.6 | | T 86. 299. 86. 299. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.0 86.4 -137.7 | | M 41. -138. 43. -138. 57. 56. 34. 0. 0. 0. 21. 1.000

|L 2 21.0 -71.0 -344.3 | | B -71. -344. -71. -344. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 19.7 -40.9 59.2 | | T -3. 58. -41. 59. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 19.7 -72.4 -113.5 | | M -4. -114. -41. -114. 57. 35. -32. 0. 0. 0. 20. 1.000

|L 2 19.7 40.8 -189.0 | | B 3. -189. 41. -189. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 22.3 -155.3 289.1 | | T -155. 289. -155. 289. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.3 129.6 -333.2 | | B 130. -333. 130. -333. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 20.1 146.7 284.9 | | T 147. 285. 147. 285. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.1 58.7 -132.3 | | M 59. -132. 59. -132. 57. 67. 0. 0. 0. 0. 20. 1.000

|L 2 20.1 -121.2 -330.7 | | B -121. -331. -121. -331. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 21.7 -44.9 299.0 | | T -4. 299. -45. 299. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.7 -79.6 -137.5 | | M -4. -137. -45. -137. 57. 35. -35. 0. 0. 0. 22. 1.000

|L 2 21.7 44.9 -343.7 | | B 4. -344. 45. -344. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 20.8 -43.0 162.1 | | T -4. 162. -43. 162. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 20.8 -76.3 -114.9 | | M -4. -115. -43. -115. 57. 35. -33. 0. 0. 0. 21. 1.000

|L 2 20.8 43.0 -258.0 | | B 3. -258. 43. -258. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.0 86.8 297.8 | | T 87. 298. 87. 298. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 21.0 86.8 -137.2 | | M 41. -137. 44. -137. 57. 56. 34. 0. 0. 0. 21. 1.000

|L 2 21.0 -71.4 -343.0 | | B -71. -343. -71. -343. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 2 19.7 -72.5 -113.2 | | M -3. -113. -41. -113. 57. 35. -32. 0. 0. 0. 20. 1.000

|L 2 19.7 40.9 -187.9 | | B 3. -188. 41. -188. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 22.8 -47.1 515.1 | | T -5. 515. -47. 515. 0. 0. 0. 0. 0. 0. 23. 1.000

143

|L 2 22.8 83.7 206.0 | | M 5. 206. 47. 206. 57. 35. 37. 0. 0. 0. 23. 1.000

|L 2 22.8 47.1 -473.9 | | B 5. -474. 47. -474. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 20.2 147.1 284.1 | | T 147. 284. 147. 284. 0. 0. 0. 0. 0. 0. 20. 1.000

|L 2 20.2 58.9 -131.8 | | M 59. -132. 59. -132. 57. 67. 0. 0. 0. 0. 20. 1.000

|L 2 20.2 -121.5 -329.6 | | B -122. -330. -122. -330. 0. 0. 0. 0. 0. 0. 20. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 35.8 -74.2 147.4 | | T -3. 147. -74. 147. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 35.8 -144.3 131.5 | | M -3. 131. -74. 131. 62. 35. -70. 0. 0. 0. 36. 1.000

|L 1 35.9 74.3 107.7 | | B 0. 0. 74. 108. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 34.0 -137.1 -102.1 | | M -2. -2. -70. -102. 62. 35. -67. 0. 0. 0. 34. 1.000

|L 1 34.0 70.5 102.1 | | B 0. 0. 70. 102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 37.7 -78.1 296.5 | | T -3. 297. -78. 297. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 37.7 -151.8 223.2 | | M -3. 223. -78. 223. 62. 35. -74. 0. 0. 0. 38. 1.000

|L 1 37.8 78.2 113.3 | | B 0. 0. 78. 113. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 37.1 -76.9 130.1 | | T -73. 130. -77. 130. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 37.1 -149.5 122.6 | | M -73. 123. -77. 123. 62. 35. -73. 0. 0. 0. 37. 1.000

|L 1 37.3 77.1 111.8 | | B 0. 0. 77. 112. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 34.5 71.5 164.9 | | T 67. 165. 71. 165. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 34.5 139.0 140.4 | | M 67. 140. 71. 140. 62. 35. 68. 0. 0. 0. 35. 1.000

|L 1 32.0 -66.2 -107.0 | | T -2. -107. -66. -107. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 32.0 -128.7 -95.9 | | M -2. -43. -66. -96. 62. 35. -63. 0. 0. 0. 32. 1.000

|L 1 32.0 66.2 95.9 | | B 0. 0. 66. 96. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 38.1 -78.9 390.0 | | T -4. 390. -79. 390. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.1 -153.5 279.8 | | M -3. 280. -79. 280. 62. 35. -75. 0. 0. 0. 38. 1.000

|L 1 38.2 79.1 114.6 | | B 0. 0. 79. 115. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 32.8 114.2 170.7 | | T 114. 171. 114. 171. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.8 167.3 141.8 | | M 96. 142. 96. 142. 62. 35. 72. 0. 0. 0. 33. 1.000

|L 1 35.9 -74.3 147.1 | | T -3. 147. -74. 147. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 35.9 -144.6 131.4 | | M -3. 131. -74. 131. 62. 35. -70. 0. 0. 0. 36. 1.000

|L 1 34.0 -70.5 -102.1 | | T -2. -2. -70. -102. 0. 0. 0. 0. 0. 0. 34. 1.000

|L 1 37.2 -77.0 129.8 | | T -73. 130. -77. 130. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 37.2 -149.8 122.5 | | M -73. 123. -77. 123. 62. 35. -73. 0. 0. 0. 37. 1.000

|L 1 34.6 71.6 164.6 | | T 68. 165. 72. 165. 0. 0. 0. 0. 0. 0. 35. 1.000

|L 1 34.6 139.3 140.3 | | M 68. 140. 72. 140. 62. 35. 68. 0. 0. 0. 35. 1.000

|L 1 38.2 -79.1 389.8 | | T -3. 390. -79. 390. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 38.2 -153.8 279.7 | | M -3. 280. -79. 280. 62. 35. -75. 0. 0. 0. 38. 1.000

|L 1 32.9 114.4 170.5 | | T 114. 171. 114. 171. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.9 167.5 141.8 | | M 96. 142. 96. 142. 62. 35. 72. 0. 0. 0. 33. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P31 num. 31 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 7.7 -15.9 343.3 | | T -2. 343. -16. 343. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.7 28.3 -152.7 | | M 3. -153. 16. -153. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.7 15.9 -381.6 | | B 3. -382. 16. -382. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.5 -15.5 282.1 | | T -1. 282. -16. 282. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.5 27.5 -148.5 | | M 2. -148. 16. -148. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.5 15.5 -371.1 | | B 2. -371. 16. -371. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 8.0 -16.5 444.5 | | T -5. 445. -16. 445. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.0 29.2 177.8 | | M 6. 178. 16. 178. 57. 35. 13. 0. 0. 0. 8. 1.000

|L 3 7.9 16.4 -391.7 | | B 4. -392. 16. -392. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 6.0 -76.9 369.5 | | T -77. 369. -77. 369. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 6.0 -30.7 -154.6 | | M -31. -155. -31. -155. 57. 71. 0. 0. 0. 0. 6. 1.000

|L 3 6.0 61.6 -386.5 | | B 62. -387. 62. -387. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 9.4 72.5 317.0 | | T 73. 317. 73. 317. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.4 29.2 -150.6 | | M 29. -151. 29. -151. 57. 67. 0. 0. 0. 0. 9. 1.000

|L 3 9.4 -55.3 -376.5 | | B -55. -376. -55. -376. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 7.4 -15.3 282.7 | | T -2. 283. -15. 283. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.4 27.1 -148.5 | | M 3. -149. 15. -149. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.4 15.3 -371.3 | | B 3. -371. 15. -371. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 8.1 -16.7 443.9 | | T -4. 444. -17. 444. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 8.1 29.6 177.6 | | M 5. 178. 17. 178. 57. 35. 13. 0. 0. 0. 8. 1.000

|L 3 8.1 16.7 -389.3 | | B 5. -389. 17. -389. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 4.9 -126.6 385.7 | | T -127. 386. -127. 386. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.9 100.2 -380.8 | | B 100. -381. 100. -381. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 10.5 122.1 298.3 | | T 122. 298. 122. 298. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 3 10.5 48.8 -145.7 | | M 49. -146. 49. -146. 57. 70. 0. 0. 0. 0. 11. 1.000

|L 3 10.5 -94.4 -364.1 | | B -94. -364. -94. -364. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 3 7.6 -15.7 343.8 | | T -3. 344. -16. 344. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.6 27.9 -152.7 | | M 4. -153. 16. -153. 57. 35. 12. 0. 0. 0. 8. 1.000

|L 3 7.6 15.7 -381.8 | | B 4. -382. 16. -382. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.8 -16.2 405.0 | | T -4. 405. -16. 405. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.8 28.7 162.0 | | M 5. 162. 16. 162. 57. 35. 13. 0. 0. 0. 8. 1.000

|L 3 7.8 16.2 -391.9 | | B 5. -392. 16. -392. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 5.9 -77.8 370.0 | | T -78. 370. -78. 370. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 5.9 -31.1 -154.7 | | M -31. -155. -31. -155. 57. 71. 0. 0. 0. 0. 6. 1.000

|L 3 5.9 62.4 -386.7 | | B 62. -387. 62. -387. 0. 0. 0. 0. 0. 0. 6. 1.000

|L 3 9.3 71.5 317.5 | | T 72. 318. 72. 318. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 28.9 -150.7 | | M 29. -151. 29. -151. 57. 67. 0. 0. 0. 0. 9. 1.000

|L 3 9.3 -54.3 -376.7 | | B -54. -377. -54. -377. 0. 0. 0. 0. 0. 0. 9. 1.000

|L 3 7.2 -15.0 240.7 | | T -2. 241. -15. 241. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 7.2 26.6 -142.1 | | M 2. -142. 15. -142. 57. 35. 12. 0. 0. 0. 7. 1.000

|L 3 7.2 15.0 -355.3 | | B 2. -355. 15. -355. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 8.0 16.5 -389.5 | | B 6. -389. 16. -389. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 4.8 -127.4 386.4 | | T -127. 386. -127. 386. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.8 101.2 -380.9 | | B 101. -381. 101. -381. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 10.4 121.1 298.9 | | T 121. 299. 121. 299. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 3 10.4 48.4 -145.7 | | M 48. -146. 48. -146. 57. 70. 0. 0. 0. 0. 10. 1.000

|L 3 10.4 -93.4 -364.3 | | B -93. -364. -93. -364. 0. 0. 0. 0. 0. 0. 10. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 23.2 -48.1 505.8 | | T -5. 506. -48. 506. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 23.2 85.3 -233.9 | | M 5. -234. 48. -234. 57. 35. 37. 0. 0. 0. 23. 1.000

|L 2 23.2 48.1 -584.6 | | B 5. -585. 48. -585. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.6 -46.9 409.4 | | T -4. 409. -47. 409. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.6 -83.2 -220.6 | | M -3. -221. -47. -221. 57. 35. -36. 0. 0. 0. 23. 1.000

|L 2 22.6 46.9 -551.5 | | B 3. -551. 47. -551. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 23.8 -49.3 602.6 | | T -6. 603. -49. 603. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 23.8 87.5 -247.2 | | M 6. -247. 49. -247. 57. 35. 38. 0. 0. 0. 24. 1.000

|L 2 23.8 49.3 -618.1 | | B 6. -618. 49. -618. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 19.5 -121.8 548.1 | | T -122. 548. -122. 548. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.5 -48.7 -258.6 | | M -49. -259. -49. -259. 57. 67. 0. 0. 0. 0. 19. 1.000

|L 2 19.5 114.2 -646.5 | | B 114. -647. 114. -647. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 27.0 112.8 463.3 | | T 113. 463. 113. 463. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 27.0 55.9 -209.0 | | M 48. -209. 56. -209. 57. 62. 0. 0. 0. 0. 27. 1.000

144

|L 2 27.0 -105.1 -522.6 | | B -105. -523. -105. -523. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 21.8 -45.2 327.6 | | T -2. 328. -45. 328. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.8 -80.2 -204.5 | | M -2. -204. -45. -204. 57. 35. -35. 0. 0. 0. 22. 1.000

|L 2 21.8 45.2 -511.1 | | B 2. -511. 45. -511. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 23.8 -49.2 649.6 | | T -7. 650. -49. 650. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 23.8 87.3 259.8 | | M 7. 260. 49. 260. 57. 35. 38. 0. 0. 0. 24. 1.000

|L 2 23.8 49.2 -622.3 | | B 7. -622. 49. -622. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 16.6 -199.5 558.7 | | T -199. 559. -199. 559. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 16.6 -79.8 -267.8 | | M -80. -268. -80. -268. 57. 70. 0. 0. 0. 0. 17. 1.000

|L 2 16.6 186.9 -669.6 | | B 187. -670. 187. -670. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 29.1 191.2 417.6 | | T 191. 418. 191. 418. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 29.1 76.5 -185.4 | | M 76. -185. 76. -185. 57. 67. 0. 0. 0. 0. 29. 1.000

|L 2 29.1 -178.4 -463.4 | | B -178. -463. -178. -463. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 23.0 -47.7 506.2 | | T -6. 506. -48. 506. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 23.0 -84.6 -233.9 | | M -6. -234. -48. -234. 57. 35. -37. 0. 0. 0. 23. 1.000

|L 2 23.0 47.7 -584.8 | | B 6. -585. 48. -585. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 2 22.4 -46.5 409.9 | | T -4. 410. -46. 410. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 22.4 -82.5 -220.6 | | M -4. -221. -46. -221. 57. 35. -36. 0. 0. 0. 22. 1.000

|L 2 23.6 86.7 -247.3 | | M 7. -247. 49. -247. 57. 35. 38. 0. 0. 0. 24. 1.000

|L 2 19.3 -122.6 548.5 | | T -123. 549. -123. 549. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.3 -49.1 -258.6 | | M -49. -259. -49. -259. 57. 67. 0. 0. 0. 0. 19. 1.000

|L 2 19.3 114.9 -646.5 | | B 115. -647. 115. -647. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 26.8 112.0 463.8 | | T 112. 464. 112. 464. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 26.8 55.4 -209.1 | | M 48. -209. 55. -209. 57. 62. 0. 0. 0. 0. 27. 1.000

|L 2 26.8 -104.4 -522.8 | | B -104. -523. -104. -523. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 2 21.6 -44.8 328.0 | | T -3. 328. -45. 328. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 21.6 -79.5 -204.5 | | M -3. -205. -45. -205. 57. 35. -35. 0. 0. 0. 22. 1.000

|L 2 21.6 44.8 -511.3 | | B 3. -511. 45. -511. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 2 23.6 -48.8 650.0 | | T -7. 650. -49. 650. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 23.6 86.6 260.0 | | M 8. 260. 49. 260. 57. 35. 38. 0. 0. 0. 24. 1.000

|L 2 23.6 48.8 -622.4 | | B 8. -622. 49. -622. 0. 0. 0. 0. 0. 0. 24. 1.000

|L 2 16.4 -200.2 559.2 | | T -200. 559. -200. 559. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 2 16.4 -80.1 -267.9 | | M -80. -268. -80. -268. 57. 71. 0. 0. 0. 0. 16. 1.000

|L 2 16.4 187.6 -669.8 | | B 188. -670. 188. -670. 0. 0. 0. 0. 0. 0. 16. 1.000

|L 2 28.9 190.4 418.0 | | T 190. 418. 190. 418. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 2 28.9 76.2 -185.4 | | M 76. -185. 76. -185. 57. 67. 0. 0. 0. 0. 29. 1.000

|L 2 28.9 -177.7 -463.5 | | B -178. -464. -178. -464. 0. 0. 0. 0. 0. 0. 29. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 38.9 -80.4 269.8 | | T -3. 270. -80. 270. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 38.9 -156.4 208.5 | | M -3. 208. -80. 208. 62. 35. -76. 0. 0. 0. 39. 1.000

|L 1 38.9 80.4 116.6 | | B 0. 0. 80. 117. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 37.7 -78.1 148.7 | | T -2. 149. -78. 149. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 37.7 -152.0 134.5 | | M -2. 134. -78. 134. 62. 35. -74. 0. 0. 0. 38. 1.000

|L 1 37.7 78.1 113.2 | | B 0. 0. 78. 113. 0. 0. 0. 0. 0. 0. 38. 1.000

|L 1 40.0 -82.7 390.9 | | T -4. 391. -83. 391. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 40.0 -160.9 282.5 | | M -4. 282. -83. 282. 62. 35. -78. 0. 0. 0. 40. 1.000

|L 1 40.0 82.7 119.9 | | B 0. 0. 83. 120. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 31.8 -92.1 258.0 | | T -92. 258. -92. 258. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 32.0 66.3 96.1 | | B 0. 0. 66. 96. 0. 0. 0. 0. 0. 0. 32. 1.000

|L 1 45.7 94.6 281.8 | | T 86. 282. 95. 282. 0. 0. 0. 0. 0. 0. 46. 1.000

|L 1 45.7 184.0 223.9 | | M 86. 224. 95. 224. 62. 35. 89. 0. 0. 0. 46. 1.000

|L 1 36.2 -145.6 108.5 | | M -2. 60. -75. 108. 62. 35. -71. 0. 0. 0. 36. 1.000

|L 1 36.2 74.8 108.5 | | B 0. 0. 75. 108. 0. 0. 0. 0. 0. 0. 36. 1.000

|L 1 39.9 -82.5 463.3 | | T -4. 463. -83. 463. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 39.9 -160.6 325.8 | | M -4. 326. -83. 326. 62. 35. -78. 0. 0. 0. 40. 1.000

|L 1 26.4 -151.1 241.8 | | T -151. 242. -151. 242. 0. 0. 0. 0. 0. 0. 26. 1.000

|L 1 26.7 55.2 80.0 | | B 0. 0. 55. 80. 0. 0. 0. 0. 0. 0. 27. 1.000

|L 1 49.4 145.0 281.7 | | T 145. 282. 145. 282. 0. 0. 0. 0. 0. 0. 49. 1.000

|L 1 49.4 231.7 228.3 | | M 128. 228. 128. 228. 62. 35. 104. 0. 0. 0. 49. 1.000

|L 1 38.6 -79.9 270.1 | | T -4. 270. -80. 270. 0. 0. 0. 0. 0. 0. 39. 1.000

|L 1 37.5 -77.6 149.1 | | T -3. 149. -78. 149. 0. 0. 0. 0. 0. 0. 37. 1.000

|L 1 45.4 94.1 282.2 | | T 86. 282. 94. 282. 0. 0. 0. 0. 0. 0. 45. 1.000

|L 1 39.6 -82.0 463.7 | | T -5. 464. -82. 464. 0. 0. 0. 0. 0. 0. 40. 1.000

|L 1 49.2 144.8 282.0 | | T 145. 282. 145. 282. 0. 0. 0. 0. 0. 0. 49. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

PILAR:P32 num. 32 Valores Intermediarios de Calculo

.----.-----------.------------.------------. .------.------.------.------.------.----.----.------.------.------.------.------.----.

LANC Vd (tf) Mdx (tf,cm) Mdy (tf,cm)| | OBS | MCx | MCy | M1x | M1y |LAMB|LBLM| M2x | M2y | MOx | MOy | VC |Cmaj|

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

| Cobertura .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 3 5.0 -65.4 29.8 | | T -65. 30. -65. 30. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.0 35.5 22.5 | | M 36. 17. 36. 22. 57. 74. 0. 0. 0. 0. 5. 1.000

|L 3 5.0 88.8 -24.6 | | B 89. -25. 89. -25. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.9 -51.0 32.1 | | T -51. 32. -51. 32. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.9 36.7 22.1 | | M 37. 22. 37. 22. 57. 67. 0. 0. 0. 0. 5. 1.000

|L 3 4.9 85.5 -25.6 | | B 86. -26. 86. -26. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.1 -79.8 27.4 | | T -80. 27. -80. 27. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.1 36.7 22.9 | | M 37. 16. 37. 23. 57. 74. 0. 0. 0. 0. 5. 1.000

|L 3 5.1 91.8 -23.7 | | B 92. -24. 92. -24. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 6.5 -53.9 -347.6 | | T -54. -348. -54. -348. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.5 72.7 -647.6 | | B 73. -648. 73. -648. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 3.5 -77.0 409.1 | | T -77. 409. -77. 409. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 3 3.5 105.0 604.4 | | B 105. 604. 105. 604. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 3 4.8 -41.2 33.3 | | T -41. 33. -41. 33. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 4.8 36.6 21.7 | | M 37. 18. 37. 22. 57. 67. 0. 0. 0. 0. 5. 1.000

|L 3 4.8 81.8 -26.9 | | B 82. -27. 82. -27. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.2 -89.2 25.6 | | T -89. 26. -89. 26. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.2 36.9 23.2 | | M 37. 15. 37. 23. 57. 74. 0. 0. 0. 0. 5. 1.000

|L 3 5.2 92.3 -23.4 | | B 92. -23. 92. -23. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 7.6 -47.0 -611.2 | | T -47. -611. -47. -611. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 7.5 60.2 -1063.4 | | B 60. -1063. 60. -1063. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 2.5 -84.4 660.4 | | T -84. 660. -84. 660. 0. 0. 0. 0. 0. 0. 2. 1.000

|L 3 2.5 114.0 1021.3 | | B 114. 1021. 114. 1021. 0. 0. 0. 0. 0. 0. 2. 1.000

|L 3 5.2 92.5 -23.3 | | B 93. -17. 93. -23. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 6.6 -54.9 -359.7 | | T -55. -360. -55. -360. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 6.6 73.4 -640.9 | | B 73. -641. 73. -641. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 3 3.5 -78.0 397.0 | | T -78. 397. -78. 397. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 3.5 105.7 611.1 | | B 106. 611. 106. 611. 0. 0. 0. 0. 0. 0. 4. 1.000

|L 3 5.2 -90.2 23.5 | | T -90. 14. -90. 24. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 5.2 93.0 -23.5 | | B 93. -17. 93. -24. 0. 0. 0. 0. 0. 0. 5. 1.000

|L 3 7.6 60.9 -1056.9 | | B 61. -1057. 61. -1057. 0. 0. 0. 0. 0. 0. 8. 1.000

|L 3 2.5 -85.4 648.6 | | T -85. 649. -85. 649. 0. 0. 0. 0. 0. 0. 3. 1.000

|L 3 2.5 114.7 1027.9 | | B 115. 1028. 115. 1028. 0. 0. 0. 0. 0. 0. 3. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 2 13.3 -128.1 59.7 | | T -128. 33. -128. 60. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.3 141.3 -71.3 | | B 141. -71. 141. -71. 0. 0. 0. 0. 0. 0. 13. 1.000

145

|L 2 13.0 -97.7 58.4 | | T -98. 34. -98. 58. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.0 130.1 -75.6 | | B 130. -76. 130. -76. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.6 -175.8 61.3 | | T -176. 29. -176. 61. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 13.6 -70.3 -61.3 | | M -70. -50. -70. -61. 57. 71. 0. 0. 0. 0. 14. 1.000

|L 2 13.6 152.5 -66.9 | | B 152. -67. 152. -67. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 17.1 -128.4 -1107.8 | | T -128. -1108. -128. -1108. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 17.1 56.8 -948.8 | | M 57. -949. 57. -949. 57. 68. 0. 0. 0. 0. 17. 1.000

|L 2 16.9 141.5 -715.4 | | B 142. -715. 142. -715. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 9.6 -128.7 1178.1 | | T -129. 1178. -129. 1178. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 2 9.6 56.4 934.4 | | M 56. 934. 56. 934. 57. 72. 0. 0. 0. 0. 10. 1.000

|L 2 9.6 141.0 569.0 | | B 141. 569. 141. 569. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 2 12.6 -74.2 56.9 | | T -74. 32. -74. 57. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.6 119.4 -76.2 | | B 119. -76. 119. -76. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.6 156.7 -61.6 | | B 157. -62. 157. -62. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 19.4 -124.9 -1867.5 | | T -125. -1867. -125. -1867. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 19.4 55.6 -1575.5 | | M 56. -1575. 56. -1575. 57. 67. 0. 0. 0. 0. 19. 1.000

|L 2 19.3 138.5 -1142.4 | | B 138. -1142. 138. -1142. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 7.0 -125.7 1935.2 | | T -126. 1935. -126. 1935. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 2 7.0 55.0 1559.6 | | M 55. 1560. 55. 1560. 57. 75. 0. 0. 0. 0. 7. 1.000

|L 2 7.0 137.6 996.1 | | B 138. 996. 138. 996. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 2 13.4 -128.8 60.4 | | T -129. 28. -129. 60. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.4 141.8 -66.1 | | B 142. -66. 142. -66. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.1 -98.4 59.0 | | T -98. 29. -98. 59. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.1 130.8 -70.4 | | B 131. -70. 131. -70. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 13.8 -176.5 62.0 | | T -177. 24. -177. 62. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 13.8 -70.6 -62.0 | | M -71. -57. -71. -62. 57. 71. 0. 0. 0. 0. 14. 1.000

|L 2 13.8 157.2 -62.0 | | B 157. -57. 157. -62. 0. 0. 0. 0. 0. 0. 14. 1.000

|L 2 17.1 142.1 -710.2 | | B 142. -710. 142. -710. 0. 0. 0. 0. 0. 0. 17. 1.000

|L 2 9.7 -129.4 1173.2 | | T -129. 1173. -129. 1173. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 2 9.7 56.6 933.6 | | M 57. 934. 57. 934. 57. 72. 0. 0. 0. 0. 10. 1.000

|L 2 9.7 141.5 574.1 | | B 142. 574. 142. 574. 0. 0. 0. 0. 0. 0. 10. 1.000

|L 2 12.8 -74.9 57.5 | | T -75. 28. -75. 58. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 12.8 120.1 -71.1 | | B 120. -71. 120. -71. 0. 0. 0. 0. 0. 0. 13. 1.000

|L 2 19.4 139.0 -1137.5 | | B 139. -1138. 139. -1138. 0. 0. 0. 0. 0. 0. 19. 1.000

|L 2 7.1 -126.4 1930.3 | | T -126. 1930. -126. 1930. 0. 0. 0. 0. 0. 0. 7. 1.000

|L 2 7.1 55.3 1558.6 | | M 55. 1559. 55. 1559. 57. 75. 0. 0. 0. 0. 7. 1.000

|L 2 7.1 138.2 1001.0 | | B 138. 1001. 138. 1001. 0. 0. 0. 0. 0. 0. 7. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|............|............| |......|......|......|......|......|....|....|......|......|......|......|......|....|

|L 1 22.0 -63.4 -99.1 | | T -63. -14. -63. -99. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 22.0 45.6 99.1 | | B 0. 0. 46. 99. 0. 0. 0. 0. 0. 0. 22. 1.000

|L 1 21.4 -86.4 -96.5 | | M -28. -16. -44. -97. 62. 35. -42. 0. 0. 0. 21. 1.000

|L 1 21.4 44.4 96.5 | | B 0. 0. 44. 97. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 22.7 -120.8 -102.1 | | T -121. -10. -121. -102. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 22.7 47.0 102.1 | | B 0. 0. 47. 102. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 28.6 -59.2 -1355.1 | | T -40. -1355. -59. -1355. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 28.6 -115.2 -761.5 | | M -40. -762. -59. -762. 62. 35. -56. 0. 0. 0. 29. 1.000

|L 1 28.6 59.2 128.7 | | B 0. 0. 59. 129. 0. 0. 0. 0. 0. 0. 29. 1.000

|L 1 15.2 -86.4 1329.9 | | T -86. 1330. -86. 1330. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 15.2 31.4 68.4 | | B 0. 0. 31. 68. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 20.8 -83.7 -93.5 | | M -3. -17. -43. -94. 62. 35. -41. 0. 0. 0. 21. 1.000

|L 1 20.8 43.0 93.5 | | B 0. 0. 43. 94. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 32.7 -67.7 -2249.1 | | T -23. -2249. -68. -2249. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 32.7 -131.8 -1290.6 | | M -23. -1291. -68. -1291. 62. 35. -64. 0. 0. 0. 33. 1.000

|L 1 32.7 67.7 147.3 | | B 0. 0. 68. 147. 0. 0. 0. 0. 0. 0. 33. 1.000

|L 1 10.5 -100.2 2219.7 | | T -100. 2220. -100. 2220. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 10.5 -100.2 1350.8 | | M -51. 1351. -51. 1351. 62. 55. -26. 0. 0. 0. 11. 1.000

|L 1 10.5 21.8 47.3 | | B 0. 0. 22. 47. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 21.4 -44.4 -96.5 | | T -28. -16. -44. -97. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 22.6 -98.7 -101.6 | | T -99. -12. -99. -102. 0. 0. 0. 0. 0. 0. 23. 1.000

|L 1 15.4 -86.7 1327.3 | | T -87. 1327. -87. 1327. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 15.4 31.9 69.2 | | B 0. 0. 32. 69. 0. 0. 0. 0. 0. 0. 15. 1.000

|L 1 20.8 -43.0 -93.5 | | T -3. -17. -43. -94. 0. 0. 0. 0. 0. 0. 21. 1.000

|L 1 10.7 -100.7 2217.3 | | T -101. 2217. -101. 2217. 0. 0. 0. 0. 0. 0. 11. 1.000

|L 1 10.7 22.2 48.2 | | B 0. 0. 22. 48. 0. 0. 0. 0. 0. 0. 11. 1.000

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

.____.___________.____________.____________. .______.______.______.______.______.____.____.______.______.______.______.______.____.

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA LISPIL - Listagem dos resultados -P-A-S- por pil (V11 ) Pg 2

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA 18110-000 SP 33538300

T Q S Projeto: 0001 - GRUPO 12 14/01/16

CAD/Pilar TQS 18:29:50

-----------------------------------------------------------------------------------------------------------------------------------

AS RESULTANTE POR BITOLAS fck = .250 [tf,cm] fck(opc.) = .250

--------------------------

SEL = Quantidade Efetiva de Barras na Secao

Nb = Quantidades de Barras Dimensionadas na Secao

NbH = Numero de Barras lado H

NbB = Numero de Barras lado B

PILAR:P1 num. 1 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 76.3 57.4 | 4.3 19.7 -160.6 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 66.1 57.4 | 12.3 25.6 -229.7 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.60| 71.0 65.6 | 22.8 -311.2 181.6 |

| 12.5 6.3 6 3 0 7.36 .8 5.75| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.3 5.90| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 6.03| | |

| 25.0 8.0 6 3 0 29.45 3.1 6.41| | |

146

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P2 num. 2 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 66.0 57.4 | 9.1 -18.8 -423.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 53.7 57.4 | 25.1 -102.1 -321.0 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 16 (COMBINAÇÃO= 4) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.69| 64.8 65.6 | 33.3 370.0 -100.0 |

| 12.5 6.3 6 3 0 7.36 .8 5.92| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 6 3 0 12.06 1.3 6.09| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 6.33| | |

| 25.0 8.0 6 3 0 29.45 3.1 6.81| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P3 num. 3 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 69.9 57.4 | 7.9 -16.5 -325.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 56.6 57.4 | 21.9 45.2 -165.5 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.99| 67.1 65.6 | 29.8 -360.4 -89.5 |

| 12.5 6.3 6 3 0 7.36 .8 6.19| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.3 6.37| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 6.61| | |

| 25.0 8.0 6 3 0 29.45 3.1 7.00| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P4 num. 4 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 69.8 57.4 | 7.9 -93.8 -320.5 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 55.4 57.4 | 21.9 -45.3 -163.8 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.56| 65.6 65.6 | 30.8 -338.4 92.4 |

| 12.5 6.3 6 3 0 7.36 .8 5.77| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.3 5.91| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 6.12| | |

| 25.0 8.0 6 3 0 29.45 3.1 6.54| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

147

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P5 num. 5 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 69.3 57.4 | 9.1 18.8 -428.4 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 55.9 57.4 | 25.0 96.5 -320.2 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 17 (COMBINAÇÃO= 5) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 6.23| 66.4 65.6 | 33.3 -381.8 -99.8 |

| 12.5 6.3 6 3 0 7.36 .8 6.46| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.3 6.71| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 6.90| | |

| 25.0 8.0 6 3 0 29.45 3.1 7.49| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P6 num. 6 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 61.0 57.4 | 4.3 -17.6 -166.6 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 59.9 57.4 | 12.2 -25.8 -229.7 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .7 8 10.0 5.0 8 4 0 6.28 .7 5.55| 71.1 65.6 | 22.6 308.8 177.7 |

| 12.5 6.3 6 3 0 7.36 .8 5.69| | CASO PÓRTICO = 30 (COMBINAÇÃO= 17) |

| 16.0 6.3 6 3 0 12.06 1.3 5.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 5.98| | |

| 25.0 8.0 6 3 0 29.45 3.1 6.31| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P7 num. 7 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.05.2 10 25.0 8.0 10 5 0 49.09 5.2 46.02| 90.0 65.6 | 13.9 -1032.4 41.7 |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P8 num. 8 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 18 9 0 14.14 1.5 12.76| 90.0 65.6 | 6.9 -399.3 74.3 |

|L. 1 19.0 50.01.7 8 16.0 6.3 8 4 0 16.08 1.7 13.36| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 20.0 6.3 6 3 0 18.85 2.0 13.62| | **VER NOTA (A)** |

| 25.0 8.0 6 3 0 29.45 3.1 14.36| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P9 num. 9 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.01.3 16 10.0 5.0 16 8 0 12.57 1.3 12.47| 81.0 65.6 | 7.2 394.9 71.5 |

| 16.0 6.3 8 4 0 16.08 1.7 13.12| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

148

| 20.0 6.3 6 3 0 18.85 2.0 13.34| | **VER NOTA (A)** |

| 25.0 8.0 6 3 0 29.45 3.1 14.00| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P10 num. 10 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.05.2 10 25.0 8.0 10 5 0 49.09 5.2 47.25| 90.0 65.6 | 13.8 1053.4 41.5 |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P11 num. 11 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 74.3 57.4 | 6.1 31.8 137.8 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 66.3 57.4 | 18.8 56.4 178.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.20| 69.0 65.6 | 31.4 64.9 106.5 |

| 12.5 6.3 6 3 0 7.36 .8 4.38| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 4.51| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 4.68| | |

| 25.0 8.0 6 3 0 29.45 3.1 5.00| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P12 num. 12 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 8 4 0 6.28 .6 4.91| 70.2 57.4 | 12.0 -152.6 613.2 |

|L. 3 19.0 54.0 .7 6 12.5 6.3 6 3 0 7.36 .7 4.81| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 6 3 0 12.06 1.2 4.87| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.95| | |

| 25.0 8.0 6 3 0 29.45 2.9 5.12| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 60.9 57.4 | 29.7 -61.5 554.0 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 19 (COMBINAÇÃO= 7) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 54.0 .8 10 10.0 5.0 10 5 0 7.85 .8 7.27| 68.8 65.6 | 40.5 441.1 -178.6 |

| 12.5 6.3 8 4 0 9.82 1.0 7.61| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 6 3 0 12.06 1.2 7.82| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 8.11| | |

| 25.0 8.0 6 3 0 29.45 2.9 8.90| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P13 num. 13 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 4 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 68.8 47.4 | 3.2 -6.7 46.8 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 51.4 57.4 | 28.4 -58.8 88.6 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

149

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 42.6 57.4 | 48.9 -101.2 198.2 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 46.7 65.6 | 65.1 282.8 -203.1 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 16 (COMBINAÇÃO= 4) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.28| | |

| 25.0 8.0 6 3 0 29.45 2.9 5.00| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P14 num. 14 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 4 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 74.3 47.4 | 3.2 13.0 45.6 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 50.6 57.4 | 28.5 -144.3 89.0 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 42.6 57.4 | 48.8 -103.2 207.6 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 16 (COMBINAÇÃO= 4) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 35.0 65.6 | 65.6 -284.9 -204.7 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 24 (COMBINAÇÃO= 11) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.50| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P15 num. 15 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 8 4 0 6.28 .6 4.86| 70.7 57.4 | 12.0 -138.7 -635.9 |

|L. 3 19.0 54.0 .7 6 12.5 6.3 6 3 0 7.36 .7 4.80| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.2 4.85| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.92| | |

| 25.0 8.0 6 3 0 29.45 2.9 5.06| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 68.1 57.4 | 29.7 61.4 557.5 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 19 (COMBINAÇÃO= 7) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 12 6 0 9.42 .9 8.03| 69.9 65.6 | 40.6 -456.3 -207.6 |

|L. 1 19.0 54.01.0 8 12.5 6.3 8 4 0 9.82 1.0 8.39| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.2 8.64| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 8.94| | |

| 25.0 8.0 6 3 0 29.45 2.9 9.95| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

150

PILAR:P16 num. 16 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 47.8 57.4 | 6.0 -33.0 128.2 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 41.0 57.4 | 18.5 -62.6 175.8 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.09| 62.7 65.6 | 30.8 -63.7 116.6 |

| 12.5 6.3 6 3 0 7.36 .8 4.25| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 4.38| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 4.56| | |

| 25.0 8.0 6 3 0 29.45 3.1 4.90| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P17 num. 17 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 83.7 57.4 | 4.2 67.3 148.7 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 15 (COMBINAÇÃO= 3) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 8 4 0 6.28 .7 5.60| 75.3 57.4 | 13.2 261.2 105.3 |

|L. 2 19.0 50.0 .8 6 12.5 6.3 6 3 0 7.36 .8 5.69| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.3 5.74| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 5.86| | |

| 25.0 8.0 6 3 0 29.45 3.1 6.00| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 20.6 97.3 -76.1 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 14 (COMBINAÇÃO= 2) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P18 num. 18 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 4 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 59.4 47.4 | 6.5 98.7 122.8 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 29 (COMBINAÇÃO= 16) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 57.4 | 15.9 -90.2 79.0 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 15 (COMBINAÇÃO= 3) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 57.4 | 27.3 -115.1 81.8 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 39.0 -156.9 -116.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

151

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P19 num. 19 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 4 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 47.4 | 6.4 -96.7 121.7 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 29 (COMBINAÇÃO= 16) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 70.4 57.4 | 15.9 87.9 78.0 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 15 (COMBINAÇÃO= 3) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 68.6 57.4 | 27.6 258.3 82.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 39.4 158.5 -118.1 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P20 num. 20 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 57.4 | 4.1 -59.9 203.1 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 29 (COMBINAÇÃO= 16) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 8 4 0 6.28 .7 5.45| 35.0 57.4 | 13.0 -256.2 103.2 |

|L. 2 19.0 50.0 .8 6 12.5 6.3 6 3 0 7.36 .8 5.53| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 6 3 0 12.06 1.3 5.61| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 5.68| | |

| 25.0 8.0 6 3 0 29.45 3.1 5.90| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 19.8 -61.5 173.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 15 (COMBINAÇÃO= 3) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P21 num. 21 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 72.9 57.4 | 6.9 28.0 -146.3 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 68.5 57.4 | 21.1 58.4 -243.3 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

152

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 35.7 73.8 -165.6 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P22 num. 22 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 73.0 57.4 | 9.0 -18.6 -463.8 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 18 (COMBINAÇÃO= 6) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 8 4 0 6.28 .6 6.09| 67.7 57.4 | 25.5 -264.9 -579.6 |

|L. 2 19.0 54.0 .7 6 12.5 6.3 6 3 0 7.36 .7 5.95| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 6 3 0 12.06 1.2 6.05| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 6.18| | |

| 25.0 8.0 6 3 0 29.45 2.9 6.54| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 35.0 62.0 | 44.8 -92.8 -343.0 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P23 num. 23 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 4 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 69.8 47.4 | 5.2 -10.8 -209.9 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 35.0 57.4 | 24.8 -91.0 210.7 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 52.3 57.4 | 41.9 -262.6 -504.7 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 30 (COMBINAÇÃO= 17) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 68.8 65.6 | 61.5 428.8 -538.2 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 31 (COMBINAÇÃO= 18) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P24 num. 24 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Caixa .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 4 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 75.3 47.4 | 5.2 10.7 -206.5 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

153

|L. 3 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 62.8 57.4 | 25.0 -232.5 112.6 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 55.7 57.4 | 41.9 256.3 -501.1 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 31 (COMBINAÇÃO= 18) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 67.8 65.6 | 62.0 -269.8 -468.3 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 16 (COMBINAÇÃO= 4) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P25 num. 25 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 74.9 57.4 | 8.9 18.4 -471.0 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 18 (COMBINAÇÃO= 6) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 8 4 0 6.28 .6 6.23| 69.3 57.4 | 25.4 264.0 -582.7 |

|L. 2 19.0 54.0 .7 6 12.5 6.3 6 3 0 7.36 .7 6.07| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.2 6.20| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 6.29| | |

| 25.0 8.0 6 3 0 29.45 2.9 6.63| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 54.0 .5 6 10.0 5.0 6 3 0 4.71 .5 4.10| 35.0 62.0 | 44.7 92.6 -337.8 |

| 12.5 6.3 6 3 0 7.36 .7 4.10| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.2 4.10| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 1.8 4.10| | |

| 25.0 8.0 6 3 0 29.45 2.9 4.10| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P26 num. 26 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 44.9 57.4 | 6.7 -33.5 -152.5 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 50.0 57.4 | 20.7 -68.3 -241.6 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 23 (COMBINAÇÃO= 10) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 35.1 -72.6 -153.0 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P27 num. 27 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 67.4 57.4 | 5.3 -65.4 24.8 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

154

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 100.0 .5 12 10.0 5.0 12 6 0 9.42 .5 8.84| 67.1 57.4 | 7.6 -124.9 -1913.5 |

| 12.5 6.3 10 5 0 12.27 .6 8.77| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 10 5 0 20.11 1.1 8.77| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 8.81| | |

| 25.0 8.0 10 5 0 49.09 2.6 8.95| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 100.0 .6 14 10.0 5.0 14 7 0 11.00 .6 10.01| 35.0 62.0 | 11.5 -97.0 -2253.4 |

| 12.5 6.3 10 5 0 12.27 .6 9.79| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 10 5 0 20.11 1.1 9.85| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 9.83| | |

| 25.0 8.0 10 5 0 49.09 2.6 9.93| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P28 num. 28 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.96| 80.3 57.4 | 7.4 -15.4 351.7 |

| 12.5 6.3 6 3 0 7.36 .8 4.02| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 4.06| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 4.15| | |

| 25.0 8.0 6 3 0 29.45 3.1 4.20| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 10 5 0 7.85 .8 6.73| 70.4 57.4 | 16.1 -177.2 -678.6 |

|L. 2 19.0 50.0 .8 6 12.5 6.3 6 3 0 7.36 .8 6.20| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 6 3 0 12.06 1.3 6.29| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 6.31| | |

| 25.0 8.0 6 3 0 29.45 3.1 6.61| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 37.2 62.0 | 38.1 -79.0 265.6 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P29 num. 29 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 70.0 57.4 | 7.3 -15.0 237.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 66.8 57.4 | 21.8 -45.1 300.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 36.0 -74.5 145.0 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P30 num. 30 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 71.5 57.4 | 7.2 -14.8 236.3 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

155

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 67.3 57.4 | 21.6 -44.8 299.9 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 35.8 -74.2 147.4 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P31 num. 31 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.91| 70.2 57.4 | 7.7 -15.9 343.3 |

| 12.5 6.3 6 3 0 7.36 .8 3.97| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 4.02| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 4.09| | |

| 25.0 8.0 6 3 0 29.45 3.1 4.20| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

| 10.0 5.0 10 5 0 7.85 .8 6.75| 66.8 57.4 | 16.6 186.9 -669.6 |

|L. 2 19.0 50.0 .8 6 12.5 6.3 6 3 0 7.36 .8 6.26| | CASO PÓRTICO = 20 (COMBINAÇÃO= 8) |

| 16.0 6.3 6 3 0 12.06 1.3 6.33| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 6.38| | |

| 25.0 8.0 6 3 0 29.45 3.1 6.62| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 50.0 .5 6 10.0 5.0 6 3 0 4.71 .5 3.80| 35.0 62.0 | 38.9 -80.4 269.8 |

| 12.5 6.3 6 3 0 7.36 .8 3.80| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 6 3 0 12.06 1.3 3.80| | **VER NOTA (A)** |

| 20.0 6.3 6 3 0 18.85 2.0 3.80| | |

| 25.0 8.0 6 3 0 29.45 3.1 3.80| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

PILAR:P32 num. 32 Esforco de Calculo do Dimensionamento

+----.-----.-----.---.---.----.----.---.---.---.------.---.------.--------.--------+------------.--------------.---------------.

LANCE B(cm) H(cm) ROS SEL BITL BITE Nb NbH NbB AS(cm) RO ASnec | LBDALM LAMDBA | FNd (tf) Mxd (tf,cm) Myd (tf,cm) |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

| Cobertura .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 3 19.0 100.0 .4 10 10.0 5.0 10 5 0 7.85 .4 7.60| 90.0 57.4 | 5.0 -65.4 29.8 |

| 12.5 6.3 10 5 0 12.27 .6 7.60| | CASO PÓRTICO = 13 (COMBINAÇÃO= 1) |

| 16.0 6.3 10 5 0 20.11 1.1 7.60| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 7.60| | |

| 25.0 8.0 10 5 0 49.09 2.6 7.66| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 2o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 2 19.0 100.0 .5 12 10.0 5.0 12 6 0 9.42 .5 9.13| 75.2 57.4 | 7.0 -125.7 1935.2 |

| 12.5 6.3 10 5 0 12.27 .6 9.06| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 10 5 0 20.11 1.1 9.07| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 9.09| | |

| 25.0 8.0 10 5 0 49.09 2.6 9.11| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| 1o Andar .....|...|...|....|....|...|...|...|......|...|......|........|........|............|..............|...............|

|L. 1 19.0 100.0 .6 14 10.0 5.0 14 7 0 11.00 .6 10.01| 55.0 62.0 | 10.5 -100.2 2219.7 |

| 12.5 6.3 10 5 0 12.27 .6 9.79| | CASO PÓRTICO = 21 (COMBINAÇÃO= 9) |

| 16.0 6.3 10 5 0 20.11 1.1 9.85| | **VER NOTA (A)** |

| 20.0 6.3 10 5 0 31.42 1.7 9.83| | |

| 25.0 8.0 10 5 0 49.09 2.6 9.93| | |

| VALORES CÁLCULOS DEFINIDOS ARQUIVO CRITÉRIOS |

| Cobrimento[cm] fck[MPa] GamaAço GamaConcreto AsMax[%] AsMin[%] GmapN GmapM GmavN Gmavm |

| 3.0 25.0 1.15 1.40 8.00 .40 1.40 1.40 1.40 1.40 |

| TipoAço ClasseAço ExcMin ExcMax K12 K37 |

| 50 A 2.0 15.0 1 1 |

| Fundacao |

|____._____._____.___.___.____.____.___.___.___.______.___.______|________.________|____________.______________._______________|

==============================================================================================================================

**Nota A**:

Este carregamento listado é, dentre os inúmeros carregamentos analisados, o que provocou a seleção desta

armadura em primeiro lugar. Não necessariamente, este carregamento é o que necessita a maior quantidade de

armadura na seção, pois o dimensionamento é feito de forma indireta, por verificação. Exemplificando,

temos duas configurações de armaduras válidas para o lance, uma correspondendo a 17 cm2 e outra a 20 cm2.

Um carregamento inicial necessitou de 18 cm2 e, por esta razão foi selecionada a configuração de 20 cm2 como

a definitiva. Outros carregamentos posteriores necessitaram, por exemplo, de 19 cm2, 19.5 cm2 (sempre

inferiores aos 20 cm2), mas a listagem com o carregamento mais desfavorável foi feita com aquele que necessitou

os 18 cm2, pois foi o primeiro a requisitar os 20 cm2. A pesquisa do carregamento exato que provoca maior

armadura na seção não é realizada automaticamente para não aumentar de forma significativa o tempo de processamento.

Se o usuário quiser calcular a real necessidade de armadura para um carregamento específico, ele poderá fazê-lo

facilmente no Editor de Esforços e Armaduras, comando do próprio Cad/Pilar.

==============================================================================================================================

156

3.2.4 Blocos de fundação

CAD/FUNDACOES V11 DIMENSIONAMENTO DE BLOCOS Pg 1

ACRTS-ASSOC.CULT.RENOV.TEC.SOROCABANA 18110-000 SP 33538300

ROD.SEN.JOSE ERMIRIO DE MORAES, KM.1,5 SOROCABA

0001 GRUPO 12 14/01/16

TQS 18:29:51

------------------------------------------------------------------------------

Fck= 250.00 kgf/cm2 Armad. Princ.: CA50A Recobrimento = 3.00 cm

Este programa utiliza o MÉTODO SIMPLIFICADO DAS BIELAS EM BLOCOS

CONSIDERADOS RÍGIDOS(com um ângulo ótimo entre 45 e 55 graus).

No caso da presença de Momentos Fletores, Considera-se para o

dimensionamento do bloco, a força da estaca MAIS solicitada, dentre os

casos de carregamentos calculados(FE - Força Equivalente na listagem

abaixo). Cabe ao engenheiro o cálculo e o detalhamento de armaduras

complementares para esforços de TRAÇÃO em pontos localizados do bloco,

se houver, em função da geometria do bloco e das solicitações.

Legenda:

FE: Força equivalente para dimensionamento, que causa efeito equivalente

na estaca mais solicitada, dentre todos os casos de carregamento;

AsXfdZ,AsYfdZ: a SOMA de armaduras necessárias para fendilhamento e

cintamento (quando houver);

Ascin: Armadura necessária para cintamento;

- Observar possíveis conversões entre armaduras e tipos de aço

(ex: CA50 para CA60)

BLOCO: 1 - B1 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 19.6 | TensLimP= 398.7 | |

| | | TensPil = 34.7 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 19.6 | TensEst = 41.2 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.2 AsYfdZ: .3 |

| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 19.64 .00 .00

Caso 2: 16.59 .00 .00

Caso 3: 16.59 .00 .00

Caso 4: 13.17 .00 .00

Caso 5: 16.59 .00 .00

Caso 6: 16.59 .00 .00

BLOCO: 2 - B2 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 28.6 | TensLimP= 398.7 | |

| | | TensPil = 50.5 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 28.6 | TensEst = 59.9 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.8 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 28.58 .00 .00

Caso 2: 26.55 .00 .00

Caso 3: 26.55 .00 .00

Caso 4: 23.56 .00 .00

Caso 5: 26.55 .00 .00

Caso 6: 26.55 .00 .00

BLOCO: 3 - B3 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 28.9 | TensLimP= 398.7 | |

| | | TensPil = 51.2 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 28.9 | TensEst = 60.7 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.8 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 28.95 .00 .00

Caso 2: 24.02 .00 .00

Caso 3: 24.02 .00 .00

Caso 4: 18.18 .00 .00

Caso 5: 24.02 .00 .00

Caso 6: 24.02 .00 .00

157

BLOCO: 4 - B4 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 28.9 | TensLimP= 398.7 | |

| | | TensPil = 51.2 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 28.9 | TensEst = 60.7 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.8 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 28.95 .00 .00

Caso 2: 24.02 .00 .00

Caso 3: 24.02 .00 .00

Caso 4: 18.18 .00 .00

Caso 5: 24.02 .00 .00

Caso 6: 24.02 .00 .00

BLOCO: 5 - B5 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 28.5 | TensLimP= 398.7 | |

| | | TensPil = 50.5 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 28.5 | TensEst = 59.8 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.8 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 28.53 .00 .00

Caso 2: 26.51 .00 .00

Caso 3: 26.51 .00 .00

Caso 4: 23.53 .00 .00

Caso 5: 26.51 .00 .00

Caso 6: 26.51 .00 .00

BLOCO: 6 - B6 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 19.4 | TensLimP= 398.7 | |

| | | TensPil = 34.3 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 19.4 | TensEst = 40.7 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.2 AsYfdZ: .3 |

| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 19.39 .00 .00

Caso 2: 16.33 .00 .00

Caso 3: 16.33 .00 .00

Caso 4: 12.90 .00 .00

Caso 5: 16.33 .00 .00

Caso 6: 16.33 .00 .00

BLOCO: 8 - B8 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 17.8 | TensLimP= 398.7 | |

| | | TensPil = 31.5 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 50.0 Ypil= 19.0 | FE= 17.8 | TensEst = 37.3 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: .3 AsYfdZ: 1.1 |

| AsXpln: .0 = 8 { 5.0 C/ 6.4 AsYpln: .1 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 17.81 .00 .00

Caso 2: 13.84 .00 .00

Caso 3: 13.84 .00 .00

Caso 4: 9.32 .00 .00

Caso 5: 13.84 .00 .00

Caso 6: 13.84 .00 .00

BLOCO: 7 - B7 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 16.1 | TensLimP= 398.7 | |

| | | TensPil = 28.5 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 16.1 | TensEst = 33.8 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

158

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.0 AsYfdZ: .2 |

| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 16.13 .00 .00

Caso 2: 11.04 .00 .00

Caso 3: 11.04 .00 .00

Caso 4: 5.69 .00 .00

Caso 5: 11.04 .00 .00

Caso 6: 11.04 .00 .00

BLOCO: 9 - B9 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 16.4 | TensLimP= 398.7 | |

| | | TensPil = 29.0 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 16.4 | TensEst = 34.3 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.0 AsYfdZ: .2 |

| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 16.37 .00 .00

Caso 2: 11.28 .00 .00

Caso 3: 11.28 .00 .00

Caso 4: 5.95 .00 .00

Caso 5: 11.28 .00 .00

Caso 6: 11.28 .00 .00

BLOCO: 10 - B10 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 17.7 | TensLimP= 398.7 | |

| | | TensPil = 31.4 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 50.0 Ypil= 19.0 | FE= 17.7 | TensEst = 37.2 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: .3 AsYfdZ: 1.1 |

| AsXpln: .0 = 8 { 5.0 C/ 6.4 AsYpln: .1 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 17.75 .00 .00

Caso 2: 13.59 .00 .00

Caso 3: 13.59 .00 .00

Caso 4: 8.87 .00 .00

Caso 5: 13.59 .00 .00

Caso 6: 13.59 .00 .00

BLOCO: 11 - B11 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 27.7 | TensLimP= 398.7 | |

| | | TensPil = 48.9 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 27.7 | TensEst = 58.0 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.7 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 27.65 .00 .00

Caso 2: 24.67 .00 .00

Caso 3: 24.67 .00 .00

Caso 4: 20.80 .00 .00

Caso 5: 24.67 .00 .00

Caso 6: 24.67 .00 .00

BLOCO: 12 - B12 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 27.2 | TensLimP= 398.7 | |

| | | TensPil = 48.2 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 27.2 | TensEst = 57.1 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.7 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 27.24 .00 .00

159

Caso 2: 24.22 .00 .00

Caso 3: 24.22 .00 .00

Caso 4: 20.33 .00 .00

Caso 5: 24.22 .00 .00

Caso 6: 24.22 .00 .00

BLOCO: 13 - B13 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 15.9 | TensLimP= 398.7 | |

| | | TensPil = 28.0 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 15.9 | TensEst = 33.2 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.0 AsYfdZ: .2 |

| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 15.85 .00 .00

Caso 2: 14.60 .00 .00

Caso 3: 14.60 .00 .00

Caso 4: 12.94 .00 .00

Caso 5: 14.60 .00 .00

Caso 6: 14.60 .00 .00

BLOCO: 14 - B14 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 15.5 | TensLimP= 398.7 | |

| | | TensPil = 27.4 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 15.5 | TensEst = 32.5 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.0 AsYfdZ: .2 |

| AsXpln: .1 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 15.51 .00 .00

Caso 2: 14.27 .00 .00

Caso 3: 14.27 .00 .00

Caso 4: 12.62 .00 .00

Caso 5: 14.27 .00 .00

Caso 6: 14.27 .00 .00

BLOCO: 15 - B15 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 27.4 | TensLimP= 398.7 | |

| | | TensPil = 48.4 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 27.4 | TensEst = 57.4 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.7 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 27.35 .00 .00

Caso 2: 25.48 .00 .00

Caso 3: 25.48 .00 .00

Caso 4: 22.57 .00 .00

Caso 5: 25.48 .00 .00

Caso 6: 25.48 .00 .00

BLOCO: 16 - B16 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 26.9 | TensLimP= 398.7 | |

| | | TensPil = 47.6 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 26.9 | TensEst = 56.5 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.7 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 26.94 .00 .00

Caso 2: 25.04 .00 .00

Caso 3: 25.04 .00 .00

Caso 4: 22.13 .00 .00

Caso 5: 25.04 .00 .00

Caso 6: 25.04 .00 .00

BLOCO: 17 - B17 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

160

| Estacas= 1 fi = 32.0 | FN= 27.4 | TensLimP= 398.7 | |

| | | TensPil = 48.4 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 27.4 | TensEst = 57.4 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.7 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 27.38 .00 .00

Caso 2: 25.71 .00 .00

Caso 3: 25.71 .00 .00

Caso 4: 22.90 .00 .00

Caso 5: 25.71 .00 .00

Caso 6: 25.71 .00 .00

BLOCO: 18 - B18 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 27.3 | TensLimP= 398.7 | |

| | | TensPil = 48.2 | |

| Xbl = 60.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .306 |-------------| TensLimE= 225.0 | AnguloX= -86.4 |

| Xpil= 19.0 Ypil= 50.0 | FE= 27.3 | TensEst = 57.2 | AnguloY= 87.4 |

| Formas: 2.04 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: .9 = 3 {10.0 C/ 25.0 Prin.Y: .9 = 3 {10.0 C/ 25.0 |

| AsXfdZ: 1.7 AsYfdZ: .4 |

| AsXpln: .2 = 8 { 5.0 C/ 6.4 AsYpln: .0 = 8 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 27.28 .00 .00

Caso 2: 25.60 .00 .00

Caso 3: 25.60 .00 .00

Caso 4: 22.79 .00 .00

Caso 5: 25.60 .00 .00

Caso 6: 25.60 .00 .00

BLOCO: 19 - B19 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 24.0 | TensLimP= 539.9 | |

| | | TensPil = 21.3 | |

| Xbl = 110.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .561 |-------------| TensLimE= 225.0 | AnguloX= -76.7 |

| Xpil= 100.0 Ypil= 19.0 | FE= 24.0 | TensEst = 53.0 | AnguloY= 87.4 |

| Formas: 2.89 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 1.6 = 3 {10.0 C/ 25.0 Prin.Y: 1.6 = 5 {10.0 C/ 25.0 |

| AsXfdZ: .3 AsYfdZ: 1.5 |

| AsXpln: .0 = 8 { 5.0 C/ 6.4 AsYpln: .1 = 16 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 24.03 .00 .00

Caso 2: 16.25 .00 .00

Caso 3: 16.25 .00 .00

Caso 4: 8.20 .00 .00

Caso 5: 16.25 .00 .00

Caso 6: 16.25 .00 .00

BLOCO: 20 - B20 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 1 fi = 32.0 | FN= 23.4 | TensLimP= 539.9 | |

| | | TensPil = 20.7 | |

| Xbl = 110.0 Ybl = 60.0 | | | dutil = 72.0 |

| Alt = 85.0 Vol = .561 |-------------| TensLimE= 225.0 | AnguloX= -76.7 |

| Xpil= 100.0 Ypil= 19.0 | FE= 23.4 | TensEst = 51.6 | AnguloY= 87.4 |

| Formas: 2.89 m2 | | | |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 1.6 = 3 {10.0 C/ 25.0 Prin.Y: 1.6 = 5 {10.0 C/ 25.0 |

| AsXfdZ: .3 AsYfdZ: 1.4 |

| AsXpln: .0 = 8 { 5.0 C/ 6.4 AsYpln: .1 = 16 { 5.0 C/ 6.4 |

| AsCin : .0 Nro Plan.Fretag.=10 |

.------------------------------------------------------------------------------.

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 23.38 .00 .00

Caso 2: 15.59 .00 .00

Caso 3: 15.59 .00 .00

Caso 4: 7.51 .00 .00

Caso 5: 15.59 .00 .00

Caso 6: 15.59 .00 .00

BLOCO: 21 - B21 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 34.1 | TensLimP= 225.0 | dmin = 31.5 |

| DisX= 90.0 | | TensPil = 66.5 | dmax = 44.7 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |

| Xpil= 54.0 Ypil= 19.0 | FE= 34.1 | TensEst = 42.4 | AnguloY= 66.4 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 2.9 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

161

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 34.07 .00 .00

Caso 2: 32.53 .00 .00

Caso 3: 32.53 .00 .00

Caso 4: 29.77 .00 .00

Caso 5: 32.53 .00 .00

Caso 6: 32.53 .00 .00

BLOCO: 22 - B22 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 32.6 | TensLimP= 225.0 | dmin = 31.5 |

| DisX= 90.0 | | TensPil = 63.6 | dmax = 44.7 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |

| Xpil= 54.0 Ypil= 19.0 | FE= 32.6 | TensEst = 40.6 | AnguloY= 66.4 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 2.8 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 32.61 .00 .00

Caso 2: 32.01 .00 .00

Caso 3: 32.01 .00 .00

Caso 4: 30.26 .00 .00

Caso 5: 32.01 .00 .00

Caso 6: 32.01 .00 .00

BLOCO: 23 - B23 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 28.5 | TensLimP= 225.0 | dmin = 32.5 |

| DisX= 90.0 | | TensPil = 60.7 | dmax = 46.1 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 65.7 |

| Xpil= 50.0 Ypil= 19.0 | FE= 28.5 | TensEst = 35.9 | AnguloY= 65.7 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 2.5 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .4 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 28.54 .00 .00

Caso 2: 27.80 .00 .00

Caso 3: 27.80 .00 .00

Caso 4: 26.13 .00 .00

Caso 5: 27.80 .00 .00

Caso 6: 27.80 .00 .00

BLOCO: 24 - B24 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 51.3 | TensLimP= 225.0 | dmin = 31.5 |

| DisX= 90.0 | | TensPil = 100.2 | dmax = 44.7 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |

| Xpil= 54.0 Ypil= 19.0 | FE= 51.3 | TensEst = 63.9 | AnguloY= 66.4 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 4.3 = 4 {12.5 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .7 = 4 { 5.0 C/ 20.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 51.34 .00 .00

Caso 2: 50.73 .00 .00

Caso 3: 50.73 .00 .00

Caso 4: 48.66 .00 .00

Caso 5: 50.73 .00 .00

Caso 6: 50.73 .00 .00

BLOCO: 25 - B25 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 51.3 | TensLimP= 225.0 | dmin = 31.5 |

| DisX= 90.0 | | TensPil = 100.1 | dmax = 44.7 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |

| Xpil= 54.0 Ypil= 19.0 | FE= 51.3 | TensEst = 63.9 | AnguloY= 66.4 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 4.3 = 4 {12.5 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .7 = 4 { 5.0 C/ 20.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 51.32 .00 .00

Caso 2: 50.71 .00 .00

Caso 3: 50.71 .00 .00

Caso 4: 48.61 .00 .00

Caso 5: 50.71 .00 .00

Caso 6: 50.71 .00 .00

162

BLOCO: 26 - B26 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 34.1 | TensLimP= 225.0 | dmin = 31.5 |

| DisX= 90.0 | | TensPil = 66.5 | dmax = 44.7 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |

| Xpil= 54.0 Ypil= 19.0 | FE= 34.1 | TensEst = 42.4 | AnguloY= 66.4 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 2.9 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 34.09 .00 .00

Caso 2: 32.51 .00 .00

Caso 3: 32.51 .00 .00

Caso 4: 29.72 .00 .00

Caso 5: 32.51 .00 .00

Caso 6: 32.51 .00 .00

BLOCO: 27 - B27 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 32.5 | TensLimP= 225.0 | dmin = 31.5 |

| DisX= 90.0 | | TensPil = 63.4 | dmax = 44.7 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 66.4 |

| Xpil= 54.0 Ypil= 19.0 | FE= 32.5 | TensEst = 40.5 | AnguloY= 66.4 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 2.7 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 32.51 .00 .00

Caso 2: 31.96 .00 .00

Caso 3: 31.96 .00 .00

Caso 4: 30.28 .00 .00

Caso 5: 31.96 .00 .00

Caso 6: 31.96 .00 .00

BLOCO: 28 - B28 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 28.6 | TensLimP= 225.0 | dmin = 32.5 |

| DisX= 90.0 | | TensPil = 60.9 | dmax = 46.1 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 65.7 |

| Xpil= 50.0 Ypil= 19.0 | FE= 28.6 | TensEst = 36.0 | AnguloY= 65.7 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 2.5 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .4 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 28.63 .00 .00

Caso 2: 28.08 .00 .00

Caso 3: 28.08 .00 .00

Caso 4: 26.70 .00 .00

Caso 5: 28.08 .00 .00

Caso 6: 28.08 .00 .00

BLOCO: 29 - B29 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 35.3 | TensLimP= 225.0 | dmin = 32.5 |

| DisX= 90.0 | | TensPil = 75.1 | dmax = 46.1 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 65.7 |

| Xpil= 50.0 Ypil= 19.0 | FE= 35.3 | TensEst = 44.4 | AnguloY= 65.7 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 3.1 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 35.29 .00 .00

Caso 2: 27.75 .00 .00

Caso 3: 27.75 .00 .00

Caso 4: 18.86 .00 .00

Caso 5: 27.75 .00 .00

Caso 6: 27.75 .00 .00

BLOCO: 30 - B30 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 34.8 | TensLimP= 225.0 | dmin = 32.5 |

| DisX= 90.0 | | TensPil = 74.0 | dmax = 46.1 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 65.7 |

| Xpil= 50.0 Ypil= 19.0 | FE= 34.8 | TensEst = 43.7 | AnguloY= 65.7 |

163

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 3.0 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .5 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 34.76 .00 .00

Caso 2: 27.24 .00 .00

Caso 3: 27.24 .00 .00

Caso 4: 18.36 .00 .00

Caso 5: 27.24 .00 .00

Caso 6: 27.24 .00 .00

BLOCO: 31 - B31 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 48.3 | TensLimP= 225.0 | dmin = 20.0 |

| DisX= 90.0 | | TensPil = 46.0 | dmax = 28.4 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 74.5 |

| Xpil= 100.0 Ypil= 19.0 | FE= 48.3 | TensEst = 54.4 | AnguloY= 74.5 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 2.6 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .4 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 48.32 .00 .00

Caso 2: 46.08 .00 .00

Caso 3: 46.08 .00 .00

Caso 4: 42.74 .00 .00

Caso 5: 46.08 .00 .00

Caso 6: 46.08 .00 .00

BLOCO: 32 - B32 Retang. ( 1x)

.--------------------------.-------------.------------------.------------------.

| GEOMETRIA[cm,m3] | CARGAS[tf,m]| TENSOES[kgf/cm2] | VERIF.[cm,graus] |

.--------------------------.-------------.------------------.------------------.

| Estacas= 2 fi = 32.0 | FN= 48.2 | TensLimP= 225.0 | dmin = 20.0 |

| DisX= 90.0 | | TensPil = 45.9 | dmax = 28.4 |

| Xbl = 150.0 Ybl = 60.0 | MY= .0 | | dutil = 72.0 |

| Alt = 85.0 Vol = .765 |-------------| TensLimE= 225.0 | AnguloX= 74.5 |

| Xpil= 100.0 Ypil= 19.0 | FE= 48.2 | TensEst = 54.2 | AnguloY= 74.5 |

| Formas: 3.57 m2 | | | |

| ************************ | | | **** |

.--------------------------.-------------.------------------.------------------.

| ARMADURAS [cm2,cm] |

.------------------------------------------------------------------------------.

| Prin.X: 2.6 = 4 {10.0 C/ 15.0 SecndY: .8 = 6 { 5.0 C/ 25.0 |

| P.Estr: .8 = 4 { 5.0 C/ 15.0 Laterl: .4 = 3 { 5.0 C/ 25.0 |

.------------------------------------------------------------------------------.

ATENCAO: Xbl menor que o recomendado. - Recomendado: 180.00 Fornecido: 150.00

Carregamentos: 6 N Mx My [tf,m]

Caso 1: 48.22 .00 .00

Caso 2: 45.97 .00 .00

Caso 3: 45.97 .00 .00

Caso 4: 42.63 .00 .00

Caso 5: 45.97 .00 .00

Caso 6: 45.97 .00 .00

Volume total de concreto: 15.81 m3.

Area total de formas: 85.34 m2.

----- LISTAGEM DOS CRITÉRIOS DE PROJETO DE BLOCOS -----

* Coeficientes *

GamaC = 1.40

GamaS = 1.15

GamaF = 1.40

GamaN = 1.20

Coeficiente de efeito Rusch = .90

Coeficiente de redução de altura útil = .90

----- CRITÉRIOS DE CÁLCULO E DETALHAMENTO -----

Cobrimento para pilares (cm) = 3.000

Considerar seção do pilar: RETANGULAR

Número de bitolas p/ traspasse = 40.00

Bitola da arm a partir da qual coloca raio de dobramento (mm) = 6

Espacamento maximo fretagem 1 estaca (cm) = 15.00

Lastro de concreto magro = 5.00

Criterio de altura de dobra: 1

Valor minimo p/ arm principal (cm2/m) = 1.50

Valor min p/ arm suspensao ou malha (cm2/m) = 1.50

Valor min p/ arm lateral ou de pele (cm2/m) = 1.50

Valor min p/ arm de porta-estribo (cm2/m) = 1.50

Critério de armadura lateral: 2

Critério de armadura porta-estribo: 2

--- DIMENSÕES LIMITES ASSOCIADAS ÀS ESTACAS ---

Numero de dimensoes definidas = 8

Const p/ determ dist em função dos diâmetros da estaca = 25.00

.----------------------------------------------.

| diam lim sup estaca | dist lim inf borda est |

.----------------------------------------------.

| 20.00 | 30.00 |

| 25.00 | 35.00 |

| 30.00 | 40.00 |

| 35.00 | 45.00 |

| 40.00 | 50.00 |

| 45.00 | 55.00 |

| 50.00 | 65.00 |

| 60.00 | 75.00 |

.----------------------------------------------.

----- BLOCOS SOBRE 1 ESTACA -----

Porc p/ As da arm lateral-pele sobre area As calc = .00

164

Coeficiente p/ tensao admissivel de compressao no concreto = 1.40

Verificação de tensão última: NBR 6118 - 2003.

Cálculo de Armaduras Principais: SIM

----- BLOCOS SOBRE 2 ESTACAS -----

ARMADURA PRINCIPAL: Distribuida uniforme, dobra 90

ARMADURA LATERAL-PELE: Fechada

Porc p/ As da arm transversal (estribo) sobre As calc = .20

Porc p/ As da arm lateral-pele sobre As calc = .20

Porc p/ As da arm porta-estribo sobre As calc = .15

Coeficiente p/ tensao admissivel de compressao no concreto = 1.40

165

4 CONCLUSÃO

Após o período de execução deste projeto, de aproximadamente um ano, fica

evidente a complexidade que existe desde a concepção do projeto arquitetônico, que

buscou harmonizar sofisticação e praticidade, até a modulação do projeto estrutural,

que procura segurança e viabilidade econômica.

A Estância Turística de Ibiúna é um município que está crescendo e por isso

encontra-se com o mercado imobiliário aquecido.

A construção deste edifício residencial atenderia a vários públicos, por situar-

se próximo ao centro da cidade e ter um bom preço, além de se encaixar em vários

programas de financiamento de imóveis, que facilitaria a venda dos apartamentos.

166

REFERÊNCIAS

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 7480: Barras e fios de

aço destinados a armaduras para concreto armado. Rio de Janeiro, 1996. 7 p. _______. NBR 6118: Projeto de estruturas de concreto - Procedimentos. Rio de Janeiro, 2002. 221p. _______. NBR 14931: Execução de estruturas de concreto - Procedimentos. Rio de

Janeiro, 2004. 53 p. _______. NBR 15575-1: Edifícios habitacionais de até cinco pavimentos – Desempenho – Parte 1: Requisitos gerais. Rio de Janeiro, 2008. 52 p. BARROS, M. M. S. B.; MELHADO, S. B. Recomendações para a produção de estruturas de concreto armado em edifícios. São Paulo: Projeto Epus/Senai. 1998. 40 p. BOTELHO, M. H. C.; MARCHETTI, O. Concreto armado eu te amo. São Paulo:

Edgard Blucher, 2004. FUSCO, P. B. Estruturas de concreto. São Paulo: Mcgraw-Hill do Brasil, v. 1, 1976. FUSCO, P. B. Técnica de armar as estruturas de concreto. São Paulo: Pini, 1995.

167

ANEXOS