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Influência da deformabilidade de alvenarias interiores na concepção estrutural de um edifício

ANEXOS *

* Os desenhos apresentados em anexo não se encontram impressos à escala. Para visualização dos desenhos à escala é necessária a introdução do CD e xistente na contracapa.


A.1- PLANTAS DE ARQUITECTURA


A.2 - PLANTAS ESTRUTURAIS


A.3-LAJES


A.3.1-Tabelas de Armaduras

Direcção

Designação

Posição Sup. Inf. Sup. Inf. Sup. Inf. Sup. Inf. Sup. Inf. Sup. Inf.

Vão (m) 6,675 6,425 3,5 6,675 6,675 5,775 3,6 5,725 6,425 7,075 7,075 2,8

20 21 21 22 21 22 24 25 26 27 19 20

24 25 26 27 25 26 29 30 31 32 24 25

28 29 31 32 29 30 34 35 36 37 29 30

32 33 36 37 33 34 39 40 41 42 34 35

MSd (kN.m)

l (m) 3,275 3,275 3,1125 3,1125 3,375 3,375

Coeficiente 0,55 0,45 0,55 0,45 0,55 0,45

MSd (kN.m) 137,31 112,34 161,23 131,92 145,78 119,27

MSd/m(kN.m) 41,93 34,30 51,80 42,38 43,19 35,34

b 1 1 1 1 1 1

d 0,21 0,21 0,21 0,21 0,21 0,21

0,057 0,047 0,070 0,058 0,059 0,048

As (cm2/m) 4,85 3,93 6,07 4,91 5,01 4,05

Asmin/m 2,47 2,47 2,86 2,86 2,65 2,65

Solução Ø12//0,20 Ø12//0,20 Ø16//0,20 Ø12//0,20 Ø12//0,20 Ø12//0,20

As efect (cm2/m) 5,65 5,65 10,05 5,65 5,65 5,65

MSd (kN.m)

l (m) 3,275 3,275 3,1125 3,1125 3,375 3,375

Coeficiente 0,75 0,25 0,75 0,25 0,75 0,25

MSd (kN.m) -346,71 -115,57 -404,92 -134,97 -471,27 -157,09

MSd/m(kN.m) -105,87 -35,29 -130,09 -43,36 -139,64 -46,55

b 1 1 1 1 1 1

d 0,21 0,21 0,21 0,21 0,21 0,21

0,144 0,048 0,177 0,059 0,190 0,063

As (cm2/m) 13,25 4,05 16,76 5,03 18,18 5,42

Asmin/m 2,47 2,47 2,86 2,86 2,65 2,65

Solução Ø20//0,20 Ø12//0,20 Ø20//0,15 Ø12//0,20 Ø20//0,15 Ø12//0,20

As efect (cm2/m) 18,84 5,65 18,84 5,65 18,84 5,65

MSd (kN.m) -86,68 -28,89 -101,23 -33,74 -101,23 -33,74 -117,82 -39,27

l (m) 1,669 1,669 1,669 1,669 1,444 1,444 1,769 1,769

MSd (kN.m) -86,68 -28,89 -101,23 -33,74 -101,23 -33,74 -117,82 -39,27

MSd/m(kN.m) -51,94 -17,31 -60,66 -20,22 -70,12 -23,37 -66,61 -22,20

b 1 1 1 1 1 1 1 1

d 0,21 0,21 0,21 0,21 0,21 0,21 0,21 0,21

0,071 0,024 0,082 0,027 0,095 0,032 0,090 0,030

As (cm2/m) 6,09 1,94 7,19 2,27 8,41 2,64 7,95 2,50

Asmin/m 2,47 2,47 2,86 2,86 2,86 2,86 2,65 2,65

Solução Ø12//0,15 Ø12//0,20 Ø16//0,20 Ø12//0,20 Ø16//0,20 Ø12//0,20 Ø16//0,20 Ø12//0,20

As efect (cm2/m) 6,78 5,65 10,05 5,65 10,05 5,65 10,05 5,65

P6 P7

1. Barras

2. Momentos Positivos

3. Momentos Negativos

Pórtico Intermédio

Lajes-Direcção X

Banda

Lateral

Pórtico Extremo

Banda do

Pilar

Bandas

Laterais

Banda do

Pilar

Bandas

Laterais

Banda do

Pilar

Bandas

Laterais

P6

249,65 293,15 265,05

P7 P10

Banda

Lateral

P10

-462,28 -539,89 -628,36

Bandas

Laterais

P6

Banda do

Pilar

Banda

Lateral

Banda do

Pilar

Banda do

Pilar

Banda do

Pilar

Bandas

Laterais

Banda do

Pilar

Bandas

Laterais

Banda do

Pilar

Banda

Lateral

Banda

Lateral

P7 P10

y

B H B K E H

y xB

arr

as

N.º MGE

Pó

rtic

os x y x

Pilares

P6 P7 P10

Direcção

Designação

Posição Esq. Dir. Esq. Dir. Esq. Dir. Esq. Dir. Esq. Dir. Esq. Dir.

Vão (m) 6,85 6,25 6,85 6,25 6,25 7,075 6,25 7,075 6,85 1,525 6,85 5,6

20 21 21 22 21 22 24 25 26 27 19 20

24 25 26 27 25 26 29 30 31 32 24 25

28 29 31 32 29 30 34 35 36 37 29 30

32 33 36 37 33 34 39 40 41 42 34 35

MSd (kN.m)

l (m) 3,275 3,275 3,33125 3,33125 3,1125 3,1125

Coeficiente 0,55 0,45 0,55 0,45 0,55 0,45

MSd (kN.m) 83,81 68,57 195,93 160,31 249,13 203,83

MSd/m(kN.m) 25,59 20,94 58,82 48,12 80,04 65,49

b 1 1 1 1 1 1

d 0,21 0,21 0,21 0,21 0,21 0,21

0,035 0,028 0,080 0,065 0,109 0,089

As (cm2/m) 2,90 2,36 6,95 5,61 9,71 7,81

Asmin/m 2,41 2,41 2,33 2,33 2,48 2,48

Solução Ø12//0,20 Ø12//0,20 Ø16//0,20 Ø12//0,20 Ø16//0,20 Ø16//0,20

As efect (cm2/m) 5,65 5,65 10,05 5,65 10,05 10,05

MSd (kN.m)

l (m) 3,275 3,275 3,33125 3,33125 3,1125 3,1125

Coeficiente 0,75 0,25 0,75 0,25 0,75 0,25

MSd (kN.m) -360,35 -120,12 -405,63 -135,21 -341,06 -113,69

MSd/m(kN.m) -110,03 -36,68 -121,77 -40,59 -109,58 -36,53

b 1 1 1 1 1 1

d 0,21 0,21 0,21 0,21 0,21 0,21

0,149 0,050 0,165 0,055 0,149 0,050

As (cm2/m) 13,84 4,21 15,53 4,69 13,78 4,20

Asmin/m 2,41 2,41 2,33 2,33 2,48 2,48

Solução Ø20//0,20 Ø12//0,20 Ø20//0,20 Ø12//0,20 Ø20//0,20 Ø12//0,20

As efect (cm2/m) 15,7 5,65 15,7 5,65 15,7 5,65

MSd (kN.m) -90,09 -30,03 -101,41 -33,80 -85,26 -28,42 -85,26 -28,42

l (m) 1,7125 1,7125 1,76875 1,76875 1,7125 1,7125 1,4 1,4

MSd (kN.m) -90,09 -30,03 -101,41 -33,80 -85,26 -28,42 -85,26 -28,42

MSd/m(kN.m) -52,61 -17,54 -57,33 -19,11 -49,79 -16,60 -60,90 -20,30

b 1 1 1 1 1 1 1 1

d 0,21 0,21 0,21 0,21 0,21 0,21 0,21 0,21

0,071 0,024 0,078 0,026 0,068 0,023 0,083 0,028

As (cm2/m) 6,17 1,97 6,76 2,15 5,82 1,86 7,22 2,28

Asmin/m 2,41 2,41 2,33 2,33 2,48 2,48 2,48 2,48

Solução Ø16//0,20 Ø12//0,20 Ø16//0,20 Ø12//0,20 Ø12//0,15 Ø12//0,20 Ø16//0,20 Ø12//0,20

As efect (cm2/m) 10,05 5,65 10,05 5,65 6,78 5,65 10,05 5,65

Pórtico Intermédio

Pórtico Extremo

Lajes-Direcção Y

1. Barras

2. Momentos Positivos

3. Momentos Negativos

P6 P7

Banda do

Pilar

Banda

Lateral

Banda do

Pilar

Banda

Lateral

Bandas

Laterais

Banda do

Pilar

Banda

Lateral

Banda

Lateral

P10

Banda do

Pilar

Banda

Lateral

Bandas

Laterais

P6 P7 P10

-480,47 -540,84 -454,74

Banda do

Pilar

Bandas

Laterais

Banda do

Pilar

Bandas

Laterais

Banda do

Pilar

Bandas

Laterais

Banda do

Pilar

Bandas

Laterais

Barr

as

N.º MGE

P6 P7 P10

152,38 356,24 452,96

Banda do

Pilar

y x y

B H B K E HPó

rtic

os

x y x

Pilares

P6 P7 P10


A.3.2-Peças Desenhadas


A.4- VIGAS

Des. V1 V2 V3

Secção (mxm) 0,3x0,7 0,3x0,7 0,3x0,7

Vão (m) 6,85 6,25 7,08

12 13 14

16 17 18

20 21 22

24 25 26

Viga V1

X MSd As As1 VSd ç Asw/s smáx As As min Asw/s min

(m) (kN.m) (cm2) (a=0,2) (kN) (Mpa) (cm) (cm) (cm

2) (cm

2) (cm)

24 0 -331,44 0,152 12,87 12,55 328,11 1,66 0,070 25

12 6,85 -422,95 0,194 17,04 16,28 -354,01 1,79 0,080 25

12 3,33M 222,14 0,102 8,32 8,26 9,98

Viga V2



2) (cm

2) (cm)

17 0 34,48 0,016 1,23 1,23 305,81 1,54 0,061 25 1,48

17 0 -384,49 0,176 15,24 14,68

17 6,25 5,01 0,002 0,18 0,18 -320,01 1,62 0,066 25 0,22

17 6,25 -410,26 0,188 16,44 15,75

17 2,96M 156,79 0,072 5,77 5,76 6,92

Viga V3



2) (cm

2) (cm)

14 0 -563,95 0,258 24,36 22,49 440,27 2,22 0,113 25

26 7,08 -350,67 0,161 13,71 13,31 -380,14 1,92 0,090 25

14 3,81M 259,63 0,135 11,33 11,13 13,60

Armadura Positiva (Asmin=2,38cm2)

Esq. Meio Vão Dir. Esq. Meio Vão Dir. Esq. Meio Vão Dir.

- 9,98 - 2,38 6,92 2,380 - 13,60 -

- 2Ø16+2Ø20 - 4Ø16 4Ø16 4Ø16 - 4Ø16+2Ø20 -

- 10,30 - 8,04 8,04 8,040 - 14,32 -

Armadura Negativa

Esq. Dir. Esq. Dir. Esq. Dir.

12,87 17,04 15,24 16,44 24,36 13,710

4Ø16+2Ø20 4Ø16+3Ø20 5Ø20 2Ø16+4Ø20 2Ø20+4Ø25 4Ø16+2Ø20

14,32 17,46 15,71 16,59 25,92 14,320

2Ø20 2Ø20 2Ø20 2Ø20 2Ø20 2Ø20

6,28 6,28 6,28 6,28 6,28 6,280

1,71 2,08 2,13 2,18 2,07 1,490

0,88 1,31 1,25 1,35 1,54 0,807

0,66 0,66 0,66 0,66 0,66 0,660

0,54 0,77 0,72 0,75 1,14 0,674

2,07 2,74 2,63 2,75 3,33 2,141

Lbnet (m)

Ltotal (m)

As,calc (cm2)

N.º de Varões

As,efect (cm2)

As,calc (cm2)

Viga A

V3

N.º de Varões

As,efect (cm2)

N.º de Varões Corr

As,corr (cm2)

Lo (m)

X (m)

1. Barras

2. Esforços Máximos

Mred

Mred

Mred

3.Armadura Longitudinal de Cálculo e Armadura Efectiva

V2V1

al (m)

Pórtico EA

Ba

rra

s

N.º MGE

0,024

2,38 0,024

2,38 0,024

2,38

Vig

as

Barra

Barra

Barra

Viga A

V1 V2 V3

Re (m) Rd (m) l-Re-Rd(m) Re (m) Rd (m) l-Re-Rd(m) Re (m) Rd (m) l-Re-Rd(m)

1,210 1,470 4,170 0,980 1,130 4,140 2,040 1,050 3,990

0,070 0,080 0,024 0,061 0,067 0,024 0,113 0,090 0,024

N.º varões//espaçamento 2RØ8//0,10 2RØ8//0,20 2RØ6//0,20 2RØ8//0,15 2RØ8//0,15 2RØ6//0,20 2RØ10//0,10 2RØ8//0,10 2RØ6//0,20

Asw/ s(cm)

Viga 1

4.Armadura Transversal

Viga A

Viga 3

Des. V6

Secção

(mxm)0,3x0,7

Vão (m) 7,07

7

8

9

10

2. Esforços Máximos e Armadura de Cálculo

Viga V6

X MSd As As1 VSd ç Asw/s smáx As


2)

7 0 -267,11 0,122 10,15 10,01 244,87 1,24 0,037 25

7 7,07 11,04 0,005 0,39 0,39 -238,15 1,2 0,035 25 0,47

7 7,07 -276,12 0,127 10,52 10,36

7 3,65M 186,79 0,086 6,93 6,9 8,32

3.Armadura de Cálculo e Armadura Efectiva


Esq. Meio Vão Dir.

- 0,00 8,32

- 3Ø20 3Ø20

- 9,42 9,42

Armadura Negativa

Esq. Dir.

10,15 10,52

2Ø16+2Ø20 4Ø16+2Ø20

10,30 14,32

2Ø20 2Ø20

6,28 6,28

1,85 2,02

0,71 0,81

0,66 0,66

0,37 0,54

1,74 2,01

Re (m) Rd (m) l-Re-Rd(m)

0,510 0,420 6,140

Asw/ s(cm) 0,037 0,035 0,024

Solução 2RØ8//0,20 2RØ8//0,20 2RØ6//0,20

Ltotal (m)


Pórtico ED

As,calc (cm2)

N.º de Varões

As,efect (cm2)


As,corr (cm2)

Lo (m)

X (m)

Al (m)

Lbnet (m)

1. Barras

N.º MGE

Mred

As,calc (cm2)

V6

Viga 6

Viga D

Vig

as

Barr

as

Viga D

Barra

V6

N.º de Varões

As,efect (cm2)

Viga D

Des. V9 V8

Secção

(mxm)0,3x0,7 0,3x0,7

Vão (m) 6,85 5,6

14 15

17 18

20 21

23 24

Viga V9



2)

14 0 -547,74 0,251 23,45 21,75 325,27 1,64 0,068 25

14 6,85 182,47 0,084 6,76 6,73 -222,15 1,12 0,029 25 8,11

14 6,85 -318,94 0,146 12,33 12,05

14 5,71M 212,52 0,097 7,94 7,88 9,53

Viga V8



2)

15 0 183,62 0,084 6,8 6,78 190,61 0,96 0,024 25 8,16

15 0 -278,99 0,128 10,64 10,47

15 5,6 58,21 0,027 2,09 2,09 -261,59 1,32 0,044 25 2,51

15 5,6 -392,81 0,18 15,62 15,02

15 0,59M 191,72 0,088 7,12 7,09 8,54

Armadura Positiva

Esq. Meio Vão Dir. Esq. Meio Vão Dir.

- 9,53 8,11 8,16 8,54 2,51

- 2Ø16+2Ø20 2Ø16+2Ø20 2Ø16+2Ø20 2Ø16+2Ø20 2Ø16

- 10,30 10,30 10,30 10,30 4,02

Armadura Negativa

Esq. Dir. Esq. Dir.

23,45 12,33 10,64 15,62

4Ø25+2Ø20 4Ø20 4Ø20 5Ø20

25,92 12,57 12,57 15,71

2Ø20 2Ø20 2Ø20 2Ø20

6,28 6,28 6,28 6,28

2,69 2,04 1,91 2,14

1,97 1,00 0,78 1,28

0,66 0,66 0,66 0,66

1,14 0,60 0,60 0,72

3,77 2,26 2,04 2,66

Re (m) Rd (m) l-Re-Rd(m) Re (m) Rd (m) l-Re-Rd(m)

1,46 0,15 5,24 - 0,79 4,81

Asw/ s(cm) 0,068 0,028 0,024 0,024 0,048 0,024

Solução 2RØ8//0,10 2RØ6//0,20 2RØ6//0,20 2RØ6//0,20 2RØ8//0,20 2RØ6//0,20

Lbnet (m)

Ltotal (m)



Viga F

V9 V8

Barra Mred

Mred

As,calc (cm2)

N.º de Varões

As,efect (cm2)

Viga F

V8

Viga 9 Viga 8

As,calc (cm2)

N.º de Varões

As,efect (cm2)


V9

N.º MGE

Barr

as

Barra

Viga F

Vig

as


As,corr (cm2)

Lo (m)

X (m)

Al (m)

Pórtico EF

1. Barras

Des. V7

Secção

(mxm)0,3x0,7

Vão (m) 7,07

7

8

9

10


Viga V7



2)

7 0 57,96 0,027 2,08 2,08 248,23 1,25 0,039 25 2,86

7 0 -392,87 0,18 15,63 15,03

7 7,07 82,77 0,038 2,99 2,99 -229,58 1,16 0,031 25 3,59

7 7,07 -329,55 0,151 12,78 12,47

9 3,51M 170,05 0,078 6,28 6,26 7,54



Esq. Meio Vão Dir.

2,86 7,54 3,59

2Ø16 4Ø16 4Ø16

4,02 8,04 8,04

Armadura Negativa

Esq. Dir.

15,63 12,78

2Ø20+2Ø25 4Ø16+2Ø20

16,10 14,32

2Ø20 2Ø20

6,28 6,28

2,50 2,18

1,50 1,11

2,50 2,18

0,59 0,54

4,58 3,83

Re (m) Rd (m) l-Re-Rd(m)

0,570 0,380 6,120

Asw/ s(cm) 0,039 0,034 0,024

Solução 2RØ8//0,20 2RØ8//0,20 2RØ6//0,20

As,corr (cm2)

Lo (m)

X (m)

Al (m)

Pórtico EJ

1. Barras

N.º MGE

Mred

Viga J

As,calc (cm2)

N.º de Varões

As,efect (cm2)


Viga 7

Vig

as

Barr

as

Barra

Viga J

Viga J

Lbnet (m)

Ltotal (m)


V7

V7

As,calc (cm2)

N.º de Varões

As,efect (cm2)

Des. V10 V11 V12

Secção

(mxm)0,3x0,7 0,3x0,7 0,3x0,7

Vão (m) 7,07 6,43 6,67

10 11 12

14 15 16

18 19 20

22 23 24


Viga V10



2) (cm

2) (cm)

10 0 -460,56 0,211 18,88 17,89

10 0 2,49 0,001 0,09 0,09 402,49 2,03 0,098 25 0,11

10 7,07 7,34 0,003 0,26 0,26 -419,6 2,12 0,105 25 0,31

10 7,07 -523,91 0,24 22,15 20,68

18 3,51M 303,46 0,139 11,67 11,44 14,00

Viga V11



2) (cm

2) (cm)

11 0 76,29 0,035 2,75 2,75 397,18 2,01 0,096 25 3,30

11 0 -621,4 0,285 27,78 25,17

11 6,43 185,41 0,085 6,87 6,84 -358,44 1,81 0,081 25 8,24

11 6,43 -567,01 0,26 24,54 22,63

11 5,08M 246,22 0,113 9,29 9,19 11,15

Viga V12



2) (cm

2) (cm)

12 0 -648,35 0,297 29,51 26,47

12 0 123,52 0,057 4,51 4,5 398,92 2,01 0,097 25 5,41

12 6,67 165,56 0,076 6,11 6,09 -386,11 1,95 0,092 25 7,33

12 6,67 -629,4 0,288 28,29 25,56

12 5,15M 243,64 0,112 9,19 9,09 11,03


Armadura Positiva

Esq. Meio Vão Dir. Esq. Meio Vão Dir. Esq. Meio Vão Dir.

0,00 14,00 0,00 3,30 11,15 8,24 5,41 11,03 7,33

4Ø16+2Ø20 4Ø16+2Ø20 4Ø16+2Ø20 6Ø16 6Ø16 6Ø16 6Ø16 6Ø16 6Ø16

14,32 14,32 14,32 8,04 12,06 8,04 12,06 12,06 12,06

Armadura Negativa

Esq. Dir. Esq. Dir. Esq. Dir.

18,88 22,15 27,78 24,54 29,51 28,29

4Ø25 5Ø25 5Ø25+2Ø20 5Ø25 5Ø25+2Ø20 5Ø25+2Ø20

19,64 24,54 30,82 24,54 30,82 30,82

2Ø25 2Ø25 2Ø25 2Ø25 2Ø25 2Ø25

9,82 9,82 9,82 9,82 9,82 9,82

1,92 2,19 2,37 2,42 2,46 2,47

0,92 1,22 1,53 1,45 1,64 1,61

0,66 0,66 0,66 0,66 0,66 0,66

0,75 0,90 1,02 0,90 1,02 1,02

2,33 2,78 3,21 3,01 3,32 3,29

As,calc (cm2)

N.º de Varões

As,efect (cm2)

Mred

Mred

Mred

0,024

0,0242,38

2,38 0,024

As,calc (cm2)

N.º de Varões

As,efect (cm2)


V10 V11

As,corr (cm2)

lo (m)

X (m)

al (m)

V12

Lbnet (m)

Ltotal (m)

1. Barras

Pórtico EG

Barra

V12

Barra

Viga G

V10 V11

Viga G

2,38

Vig

as

N.º MGEB

arr

as

Barra


Re (m) Rd (m) l-Re-Rd(m) Re (m) Rd (m) l-Re-Rd(m) Re (m) Rd (m) l-Re-Rd(m)

1,700 1,830 3,540 1,950 1,570 2,910 2,020 1,880 2,770

0,099 0,105 0,024 0,096 0,082 0,024 0,097 0,096 0,024

2RØ8//0,10 2RØ10//0,15 2RØ6//0,20 2RØ8//0,10 2RØ8//0,10 2RØ6//0,20 2RΦØ8//0,10 2RØ8//0,10 2RØ6//0,20

Asw/ s(cm)

Viga G

Viga 10 Viga 11 Viga 12

N.º varões//espaçamento

Des. V5 V4

Secção

(mxm)0,3x0,7 0,3x0,7

Vão (m) 5,78 6,68

10 11

13 14

16 17

19 20


Viga V5



2)

10 0 89,96 0,041 3,26 3,26 266,81 1,35 0,046 25 3,91

10 0 -442,7 0,203 18 17,12

10 5,78 202,4 0,093 7,54 7,5 -207,64 1,05 0,024 25 9,05

10 5,78 -332,56 0,152 12,92 12,59

10 5,29M 207,96 0,095 7,76 7,71 9,31

Viga V4



2)

11 0 134,61 0,062 4,93 4,92 261,28 1,32 0,044 25 5,92

11 0 -442,85 0,203 18 17,13

11 6,68 123,3 0,056 4,5 4,5 -279,58 1,41 0,051 25 5,40

11 6,68 -487,59 0,223 20,24 19,06

11 5,16M 176,83 0,081 6,54 6,52 7,85


Armadura Positiva

Esq. Meio Vão Dir. Esq. Meio Vão Dir.

3,91 9,31 9,05 5,92 7,85 5,40

- 2Ø16+2Ø20 2Ø16+2Ø20 2Ø20 2Ø16+2Ø20 2Ø20

- 10,30 10,30 6,28 10,30 6,28

Armadura Negativa

Esq. Dir. Esq. Dir.

18,00 12,92 18,00 20,24

6Ø20 4Ø16+2Ø20 6Ø20 4Ø20+2Ø25

18,85 14,32 18,85 22,39

2Ø20 2Ø20 2Ø20 2Ø20

6,28 6,28 6,28 6,28

2,30 2,10 2,40 2,59

1,50 1,08 1,56 1,79

0,66 0,66 0,66 0,66

0,80 0,67 0,80 0,86

2,96 2,41 3,02 3,31

Re (m) Rd (m) l-Re-Rd(m) Re (m) Rd (m) l-Re-Rd(m)

0,770 - 5,010 0,650 1,060 4,970

Asw/ s(cm) 0,046 0,024 0,024 0,044 0,056 0,024

Solução 2RØ8//0,20 2RØ6//0,20 2RØ6//0,20 2RØ8//0,20 2RØ8//0,15 2RØ6//0,20


Pórtico EL

Ltotal (m)

Viga F

V5 V4

As,calc (cm2)

N.º de Varões

As,efect (cm2)

V5

Mred

Viga F

V4

As,calc (cm2)

1. Barras

Mred

N.º de Varões

Barra

Barra

As,efect (cm2)


Vig

as

N.º MGE

Barr

as

As,corr (cm2)

Lo (m)

X (m)

Al (m)

Lbnet (m)

Viga L

Viga 5 Viga 4


A.5 - PILARES

Pil

are

sN

.º P

iso

sp

p P

ilar ≈ (

kN

)N

Sd (

kN

)fc

d (

kP

a)

fsyd

(kP

a)

αA

c (

m2)

b (

m)

l (m

)

P1

9204,1

98987,1

516700

435000

0,8

50,3

93

1,3

50,3

0

P2

9204,1

98540,7

316700

435000

0,8

50,3

73

1,2

50,3

0

P3

9204,1

97714,8

316700

435000

0,8

50,3

37

1,1

50,3

0

P4

9204,1

96229,1

816700

435000

0,8

50,2

72

0,9

50,3

0

P5

9204,1

97875,9

116700

435000

0,8

50,3

44

1,1

50,3

0

P8

12

272,2

55756,2

716700

435000

0,8

50,2

51

0,8

50,3

0

P9

9204,1

97230,6

416700

435000

0,8

50,3

16

0,6

00,5

5

P11

12

272,2

56486,1

116700

435000

0,8

50,2

83

0,6

00,5

0

P12

8181,5

05634,3

516700

435000

0,8

50,2

46

0,8

50,3

0

P13

11

249,5

65191,0

616700

435000

0,8

50,2

27

0,8

00,3

0

P14

11

249,5

65811,8

216700

435000

0,8

50,2

54

0,6

00,4

5

Pil

are

sN

.º P

iso

sp

p P

ilar ≈ (

kN

)A

in

f (m

2)

pp

Laje

pp

r+

dS

ob

Hab

.N

Sd (

kN

)fc

d (

kP

a)

fsyd

(kP

a)

P6

13

294,9

439,3

292

63,5

29261,9

79

16700

435000

P7

13

294,9

439,7

811

63,5

29363,3

18

16700

435000

P10

13

294,9

432,3

276

63,5

27691,8

71

16700

435000

Co

nto

rno

Inte

rio

r

C/2

% d

e A

rmad

ura


A.6 - PAREDES

Paredes Des. Par1 Par2

Pórtico Des. EC EI EE EJ ED EK

1 1 80 23 13 55

2 2 81 24 14 56

3 3 82 25 15 57

4 4 83 26 16 58

5 5 84 27 17 59

6 6 85 28 18 60

7 7 86 29 19 61

8 8 87 30 20 62

9 9 88 31 21 63

10 10 89 32 22 64

11 11 90 33 23 65

12 12 91 34 24 66

13 13 92 35 25 67

Par1 Par2 Par3 Par4

bx (m) 3,6 0,2 4,9 0,2

by (m) 0,2 3,2 0,2 3

S(m2) 0,72 0,64 0,98 0,6

As,min

(cm2)

21,6 19,2 29,4 18

As,calc

(cm2)

43,2 38,4 60 37,2

8Ø20 + 28Ø10 8Ø20+28Ø10 8Ø20+48Ø10 8Ø20+24Ø10

8Ø20

+

Ø10//0,20

8Ø20

+

Ø10//0,20

8Ø20

+

Ø10//0,20

8Ø20

+

Ø10//0,20

As,efect

(cm2)

47,24 47,24 63,04 44,08

As,min/

face

(cm2/m)

10 10 10 10

Solução Ø12//0,10 Ø12//0,10 Ø12//0,10 Ø12//0,10

As,efect

(cm2/m)

11,3 11,3 11,3 11,3

Asw/S min

(cm)0,016 0,016 0,4 0,248

Asw/S

(cm)0,015 0,069 0,07 0,087

Solução Ø6//0,20* Ø8//0,10* Ø16//0,10 Ø16//0,15Asefect

(cm2)

0,028 0,1 0,402 0,268

* A armadura de esforço horizontal é suficiente para garantir a segurança relativamente ao esforço tranverso.

Solução

Armadura de

Esforço

Transverso

Par4

Secção

Armadura

Vertical

Armadura

Horizontal

Paredes

Caixa de Escadas

Barras N.º MGE

Par3


A.6.2-Peça Desenhada


A.7 - ESTACAS

Φ (

cm)

Nrd

(kP

a)2

esta

cas

4094

218

8450

1473

2946

6021

2142

4280

3770

7540

100

5890

1178

0

P1

P2

P3

P4

P5

P6

P7

P8

P9

P1

0 P

11

P1

2 P

13

P1

4

40

26

,54

55

44

,56

27

1,6

73

18

2,0

66

42

8,4

26

30

1,8

38

91

5,5

39

48

,88

66

31

,46

82

73

,94

57

85

,61

33

36

,06

54

39

,02

27

66

,43

41

15

,27

56

33

,23

65

24

,33

32

36

,51

66

81

,08

65

54

,49

93

66

,19

40

37

,61

68

84

,12

87

24

,63

60

38

,27

33

90

,51

55

27

,75

28

20

,88

52

08

,86

18

38

,56

55

10

,90

57

40

,26

14

11

11

11

13

72

31

11

21

22

21

22

21

11

10

01

00

80

80

80

80

10

01

00

80

10

08

08

01

00

80

As

calc

/Est

aca

(cm

2)

47

,12

47

,12

30

,16

30

,16

30

,16

30

,16

47

,12

47

,12

30

,16

47

,12

30

,16

30

,16

47

,12

30

,16

12

Φ2

51

2Φ

25

10

Φ2

01

0Φ

20

10

Φ2

01

0Φ

20

12

Φ2

51

2Φ

25

10

Φ2

01

2Φ

25

10

Φ2

01

0Φ

20

12

Φ2

51

0Φ

20

58

,92

58

,92

31

,43

1,4

31

,43

1,4

58

,92

58

,92

31

,45

8,9

23

1,4

31

,45

8,9

23

1,4

Φ8

//0

.20

Φ8

//0

.20

Φ6

//0

.20

Φ6

//0

.20

Φ6

//0

.20

Φ6

//0

.20

Φ8

//0

.20

Φ8

//0

.20

Φ6

//0

.20

Φ8

//0

.20

Φ6

//0

.20

Φ6

//0

.20

Φ8

//0

.20

Φ6

//0

.20

Ba

se (

b)

- (m

)1

,30

1,3

0-

1,1

0-

--

1,3

0-

--

1,1

01

,30

1,1

0

Larg

ura

(l)

- (

m)

1,3

01

,30

-1

,10

--

-1

,30

--

-1

,10

1,3

01

,10

Alt

ura

(h

) -

(m)

1,4

01

,40

-1

,20

--

-1

,40

--

-1

,20

1,4

01

,20

As

- (

cm2

)#

Φ1

0//

0.1

5#

Φ1

0//

0.1

5-

# Φ

10

//0

.15

--

-#

Φ1

0//

0.1

5-

--

# Φ

10

//0

.15

# Φ

10

//0

.15

# Φ

10

//0

.15

Ba

se (

b)

- (m

)-

-1

,10

-1

,10

1,1

01

,30

-1

,10

1,3

01

,10

--

-

Larg

ura

(l)

- (

m)

--

3,5

0-

3,5

03

,50

4,3

0-

3,5

04

,30

3,5

0-

--

Alt

ura

(h

) -

(m)

--

1,7

5-

1,7

51

,75

2,1

5-

1,7

52

,15

1,7

5-

--

--

45

24

,00

-4

52

4,0

04

52

4,0

08

83

5,0

0-

45

24

,00

88

35

,00

45

24

,00

--

-

As

calc

- (

cm2

)-

-6

4,2

16

4,2

16

4,2

11

02

,78

64

,21

10

2,7

86

4,2

1

--

14

Φ2

51

4Φ

25

14

Φ2

51

4Φ

32

14

Φ2

51

4Φ

32

14

Φ2

5-

--

N.º

Est

aca

s

ES

TA

CA

S

(**

**

)(*

**

*)

(**

**

)(*

**

*)

(**

**

)(*

**

*)

(**

**

)

Ma

ciço

de

En

cab

eça

me

nto

(2

est

aca

s)

Msd

(k

N.m

)

So

luçã

o

Ma

ciço

de

En

cab

eça

me

nto

( 1

est

aca

)

Co

mb

ina

ção

Φ (

cm)

So

luçã

o

As

efe

ct/E

sta

ca(c

m2

)

Asw

/Est

aca

(cm

2)

- S

olu

ção

Est

aca

(s)

Nsd

má

xim

o (

kN

) -

MG

E

Nsd

má

xim

o (

kN

) -

com

PP

(**

**

)(*

**

*)

(**

**

)

Pil

are

s

Msd

(k

N)

R (

KN

)(*

**

*)

(**

**

)

--

14

Φ2

51

4Φ

25

14

Φ2

51

4Φ

32

14

Φ2

51

4Φ

32

14

Φ2

5-

--

--

68

,74

-6

8,7

46

8,7

41

12

,56

-6

8,7

41

12

,56

68

,74

--

-

82

8,1

62

6,6

81

26

,36

27

07

,11

58

,92

10

1,7

4

10

10

31

27

3

Msd

x (k

N.m

)6

68

,11

15

16

,57

87

2,4

67

30

,19

30

46

,16

61

1,6

93

83

,83

0,4

0,6

0,4

0,4

0,9

00

,40

0,4

0

0,8

10

,90

,81

,20

0,8

00

,60

0,1

73

0,1

64

0,1

77

0,1

89

0,1

51

0,1

59

0,1

83

As

calc

(cm

2)2

3,7

14

2,2

82

7,4

42

6,2

76

9,4

62

1,4

41

8,6

4

5Φ

25

9Φ

25

6Φ

25

6Φ

25

12

Φ2

5 +

4Φ

20

5Φ

25

4Φ

25

24

,55

44

,19

29

,46

29

,46

71

,48

24

,55

19

,64

28

37

,28

28

3,6

28

0,3

52

81

,95

22

0,9

46

9,1

51

26

,7

91

29

10

,00

71

20

,3

Msd

y (

kN

.m)

32

48

,81

84

6,9

29

32

,78

95

0,0

69

36

,62

40

3,7

66

88

,41

60

3,8

38

08

,20

40

8,7

9

0,9

0,4

0,4

0,4

00

,40

,40

,40

,40

,40

,4

1,2

0,9

11

,00

10

,60

,80

,80

,90

,6

0,1

61

0,1

71

0,1

52

0,1

54

0,1

52

0,1

93

0,1

78

0,1

56

0,1

64

0,1

95

As

calc

.(cm

2)7

4,7

32

6,5

22

5,7

22

6,2

62

5,8

41

9,7

72

4,5

42

1,1

22

5,1

42

0,0

6

12

Φ2

5 +

6Φ

20

6Φ

25

6Φ

25

6Φ

25

6Φ

25

3Φ

25

+2

Φ2

05

Φ2

55

Φ2

56

Φ2

53

Φ2

5+

2Φ

20

77

,76

29

,46

29

,46

29

,46

29

,46

21

,01

24

,55

24

,55

29

,46

21

,01

(*)

Est

es

mo

me

nto

s fl

ect

ore

s n

ão

sã

o c

on

sid

era

do

s u

ma

ve

z q

ue

, tr

acç

õe

s e

co

mp

ress

õe

s, n

o p

lan

o d

o m

uro

nã

o s

erã

o u

tili

zad

os

pa

ra d

ime

nsi

on

ar

lin

téis

.

(**

) O

mo

me

nto

fle

cto

r é

ab

sorv

ido

pe

lo m

aci

ço d

e 2

est

aca

s.

(**

*)

o m

om

en

to p

osi

tivo

é a

bso

rvid

o p

elo

mu

ro d

e s

up

ort

e/p

are

de

(**

**

) O

mo

me

nto

é c

on

sid

era

do

no

s li

nté

is o

u n

os

mu

ros

de

su

po

rte

.

(*)

(**

)

(*)

Ba

se (

b)

- (m

)

Alt

ura

(h

) -

(m)

As

efe

ct.

(cm

2)

So

luçã

o

µAs

efe

ct (

cm2

)

(**

)

So

luçã

o

(*)

Co

mb

ina

ção

µ

(*)

(**

*)

(*)

(*)

(*)

(*)

Lin

tel

- Y

Msd

má

xim

o x

(k

N.m

) -

MG

E

Ba

se (

b)

- (m

)

Alt

ura

(h

) -

(m)

So

luçã

o

As

efe

ct.

(cm

2)

Lin

tel

- X

Co

mb

ina

ção

Msd

má

xim

o y

(k

N.m

) -

MG

E(*

*)

(*)

(*)

(*)


A.8 – MUROS DE SUPORTE

Apoio 1 Barra 1 Apoio 2 Barra 2 Apoio 3 Barra 3 Apoio 4

As, calc (cm2) 3,17 0,27 11,33

As, min (cm2) 3,24 3,24 3,24

Solução

As,efect (cm2)

As, calc (cm2) 0 3,89 11,24 0

As, min (cm2) 3,24 3,24 3,24 3,24

Solução

As,efect (cm2)

As ret (cm2) /face

Solução

As efect (cm2)

Apoio 1 Barra 1 Apoio 2 Barra 2 Apoio 3 Apoio 1 Barra 1 Apoio 2 Barra 2 Apoio 3 Barra 3 Apoio 4

As, calc (cm2) 0,07 6,38 1,36 0,78 9,95

As, min (cm2) 3,24 3,24 3,24 3,24 3,24

Solução

As,efect (cm2)

As, calc (cm2) 0 5,69 0 0 1,71 10,11 0

As, min (cm2) 3,24 3,24 3,24 3,24 3,24 3,24 3,24

Solução

As,efect (cm2)

As ret (cm2)/face

Solução

As efect (cm2)

Ø12//0,20 Ø12//0,10

6,78 5,65 11,30

MS2 a) MS2 b)

Armadura

positiva Ø12//0,15

6,78 6,78

Armadura

Retracção

6,24 6,24

Ø12//0,15 Ø12//0,15

Ø12//0,15 Ø12//0,10

6,78 11,30

Armadura

negativa

Armadura

Positiva

Ø12//0,10

Ø12//0,20

Armadura

Negativa

11,30

6,24Armadura

RetracçãoØ12//0,15

6,78

MS1, MS3 e MS4

5,65

Ø12//0,10

11,30


A.9 - CARGAS NAS BARRAS

1M

uro

de

su

po

rte

3,3

40

20

,02

51

1,6

81

00

22

,50

6,6

75

00

05

4,2

06

6,6

75

2M

uro

de

su

po

rte

3,3

40

20

,02

51

1,6

81

00

22

,50

6,6

75

00

05

4,2

06

6,6

75

3M

uro

de

su

po

rte

3,3

40

20

,02

51

1,6

81

00

22

,50

6,6

75

00

05

4,2

06

6,6

75

4M

uro

de

su

po

rte

3,3

40

20

,02

51

1,6

81

06

,32

2,5

06

,67

50

00

60

,50

66

,67

5

5M

uro

de

su

po

rte

3,3

40

20

,02

51

1,6

81

00

22

,50

6,6

75

00

05

4,2

06

6,6

75

6M

uro

de

su

po

rte

3,3

40

20

,02

51

1,6

81

00

22

,50

6,6

75

00

05

4,2

06

6,6

75

7V

iga

3,3

45

,25

20

,02

51

1,6

81

06

,30

06

,67

50

00

43

,25

66

,67

5

8V

iga

3,3

45

,25

20

,02

51

1,6

81

06

,30

06

,67

50

00

43

,25

66

,67

5

9M

uro

de

su

po

rte

3,3

40

20

,02

51

1,6

81

00

22

,50

6,6

75

00

05

4,2

06

6,6

75

10

Mu

ro d

e s

up

ort

e3

,34

02

0,0

25

11

,68

10

02

2,5

06

,67

50

00

54

,20

66

,67

5

11

Va

ran

da

2,8

00

09

,80

01

0,5

00

00

00

14

20

,30

01

4,0

00

12

Vig

a4

,64

5,2

52

7,8

25

16

,23

10

6,3

00

9,2

75

00

05

5,6

06

9,2

75

13

Vig

a4

,64

5,2

52

7,8

25

16

,23

10

6,3

00

9,2

75

00

05

5,6

06

9,2

75

14

Vig

a5

,54

5,2

53

3,2

25

19

,38

10

6,3

00

11

,07

50

00

64

,15

61

1,0

75

15

Va

ran

da

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Pó

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Ca

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Pa

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La

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La

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Pa

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55

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Pa

red

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La

je6

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13

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17

La

je6

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23

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18

Pa

red

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55

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38

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05

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0

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Pa

red

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03

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10

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12

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50

00

72

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2,0

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20

La

je6

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23

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00

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13

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21

La

je6

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22

Pa

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55

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38

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Pa

red

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24

La

je6

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13

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25

La

je6

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26

La

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27

Pa

red

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Pa

red

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72

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29

La

je6

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30

La

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31

La

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Pa

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55

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38

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Pa

red

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50

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72

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34

La

je6

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13

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35

La

je6

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13

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36

La

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1,2

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33

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37

Pa

red

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55

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38

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05

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0

38

Pa

red

e d

e b

etã

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03

6,2

25

21

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10

00

15

12

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50

00

72

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61

2,0

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39

La

je6

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23

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00

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13

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40

La

je6

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03

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23

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90

00

01

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06

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13

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5

41

La

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33

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42

Pa

red

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55

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38

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05

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0

43

Pa

red

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La

je6

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13

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je6

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23

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La

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Pa

red

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5,0

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55

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38

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05

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0

48

Pa

red

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03

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La

je6

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La

je6

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51

La

je e

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so

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1,2

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3,5

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30

03

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52

Pa

red

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50

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Pa

red

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50

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50

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38

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02

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0

54

La

je3

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01

8,7

50

10

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80

00

00

3,1

25

00

29

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83

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5

Pó

rtic

o K

So

bre

ca

rga

s P

arc

iais

(k

N/m

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Ba

rra

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aç

ão

vã

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nfl

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nc

ia l

- (

m)

pp

Vig

ap

p L

aje

pp

r+

dp

p V

ara

nd

aG

ara

ge

ns

Va

ran

da

Ca

rga

s P

erm

an

en

tes

Pa

rcia

is (

kN

/m)

P t

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l P

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an

en

te

(kN

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pp

Pa

red

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e

be

tão

pp

Pa

red

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e

fac

ha

da

pp

Mu

ro d

e

su

po

rte

Ha

bit

aç

ão

Co

be

rtu

raP

to

tal

So

bre

ca

rga

(kN

/m)

1M

uro

de

Su

po

rte

3,5

40

21

,22

51

2,3

81

00

22

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00

14

,15

05

6,1

06

14

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0

2M

uro

de

Su

po

rte

3,5

40

21

,22

51

2,3

81

00

22

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00

14

,15

05

6,1

06

14

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0

3M

uro

de

Su

po

rte

3,5

40

21

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51

2,3

81

00

22

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00

14

,15

05

6,1

06

14

,15

0

4V

iga

3,5

45

,25

21

,22

51

2,3

81

06

,30

07

,07

50

00

45

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67

,07

5

5V

iga

3,5

45

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21

,22

51

2,3

81

06

,30

07

,07

50

00

45

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67

,07

5

6V

iga

3,5

45

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21

,22

51

2,3

81

06

,30

07

,07

50

00

45

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67

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5

7V

iga

3,5

45

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21

,22

51

2,3

81

06

,30

07

,07

50

00

45

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67

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5

8V

iga

3,5

45

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21

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51

2,3

81

06

,30

07

,07

50

00

45

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67

,07

5

9V

iga

3,5

45

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21

,22

51

2,3

81

06

,30

07

,07

50

00

45

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67

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5

10

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

56

7,0

75

11

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

56

7,0

75

12

La

je e

m c

on

so

la3

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02

1,2

25

12

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10

6,3

00

7,0

75

00

03

9,9

06

7,0

75

13

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

56

7,0

75

14

Vig

a3

,54

5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

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7,0

75

15

La

je e

m c

on

so

la3

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02

1,2

25

12

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10

6,3

00

7,0

75

00

03

9,9

06

7,0

75

16

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

56

7,0

75

17

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

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00

04

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7,0

75

18

La

je e

m c

on

so

la3

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02

1,2

25

12

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10

6,3

00

7,0

75

00

03

9,9

06

7,0

75

19

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

56

7,0

75

20

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

56

7,0

75

21

La

je e

m c

on

so

la3

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02

1,2

25

12

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10

6,3

00

7,0

75

00

03

9,9

06

7,0

75

22

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

56

7,0

75

23

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

7,0

75

00

04

5,1

56

7,0

75

24

La

je e

m c

on

so

la3

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02

1,2

25

12

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10

6,3

00

7,0

75

00

03

9,9

06

7,0

75

25

Vig

a3

,54

5,2

52

1,2

25

12

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10

6,3

00

03

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75

00

45

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63

,53

8

26

Vig

a3

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5,2

52

1,2

25

12

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10

6,3

00

03

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75

00

45

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63

,53

8

27

La

je e

m c

on

so

la3

,54

02

1,2

25

12

,38

10

6,3

00

03

,53

75

00

39

,90

63

,53

8

Pó

rtic

o L

So

bre

ca

rga

s P

arc

iais

(k

N/m

)

Ba

rra

sD

es

ign

aç

ão

vã

o i

nfl

uê

nc

ia l

- (

m)

pp

Vig

ap

p L

aje

pp

r+

dp

p V

ara

nd

aP

to

tal

So

bre

ca

rga

(kN

/m)

pp

Pa

red

e d

e

fac

ha

da

pp

Mu

ro d

e

su

po

rte

Ha

bit

aç

ão

Co

be

rtu

rap

p P

are

de

de

be

tão

Ca

rga

s P

erm

an

en

tes

Pa

rcia

is (

kN

/m)

Ga

rag

en

sV

ara

nd

aP

to

tal

Pe

rma

ne

nte

(kN

/m)


A.10 - PÓRTICOS


A.11 – Resultados MGE

Pórtico A FEUP - SCC MGE-6A - EA - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de habitacao P¢rtico A Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 6.85 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .06 1.86 4.50 6.13 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 254.92 .006 2.01 2.01 255.26 .29 .009 30.0 " -316.52 .007 2.50 2.50 6.85 -619.13 .014 4.93 4.92 -397.34 .45 .014 30.0 1.23M 297.16 .007 2.35 2.35 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 2 l= 6.25 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .55 1.97 3.59 5.37 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 135.40 .003 1.06 1.07 289.36 .33 .010 30.0 " -406.77 .009 3.22 3.22 6.25 140.99 .003 1.11 1.11 -323.27 .37 .012 30.0 " -561.88 .013 4.47 4.46 4.70M 207.45 .005 1.64 1.64 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 3 l= 7.08 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .52 2.28 4.39 5.71 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 158.94 .004 1.25 1.25 306.77 .35 .011 30.0 " -457.26 .010 3.63 3.63 7.08 20.54 .000 .16 .16 -369.63 .42 .013 30.0 " -623.93 .014 4.96 4.96 1.55M 225.25 .005 1.78 1.78 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. C FEUP - SCC MGE-6A - EA - 02 Barra 4 l= 6.85 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .04 1.81 4.51 6.18 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 196.60 .005 1.55 1.55 291.48 .33 .011 30.0 " -345.79 .008 2.74 2.74 6.85 -636.99 .015 5.07 5.07 -425.07 .48 .015 30.0

Pórtico A 2.46M 277.66 .006 2.19 2.19 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 5 l= 6.25 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .97 1.98 3.11 5.92 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 144.65 .003 1.14 1.14 350.17 .40 .013 30.0 " -564.44 .013 4.49 4.48 6.25 478.85 .011 3.80 3.80 -307.13 .35 .011 30.0 " -690.16 .016 5.50 5.49 6.13M 479.25 .011 3.80 3.80 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 6 l= 7.08 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .59 2.73 4.30 6.56 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 326.22 .007 2.58 2.58 360.32 .41 .013 30.0 " -752.34 .017 6.00 6.00 7.08 341.46 .008 2.70 2.70 -356.51 .40 .013 30.0 " -755.74 .017 6.03 6.02 6.32M 357.25 .008 2.83 2.83 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 7 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .63 1.43 5.05 5.88 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -224.58 .103 8.42 8.35 245.50 1.24 .038 25.0 6.85 -318.45 .146 12.30 12.03 -272.59 1.38 .048 25.0 3.28M 177.79 .081 6.58 6.55 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .47 m Rd= .83 m .................................................................. C FEUP - SCC MGE-6A - EA - 03 Barra 8 l= 2.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .21 1.54 1.79 2.15 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 113.16 .052 4.12 4.12 147.67 .75 .024 30.0 " -161.59 .074 5.95 5.94 2.67 34.72 .016 1.24 1.24 -161.94 .82 .024 30.0 " -121.31 .056 4.42 4.42 .87M 44.00 .020 1.57 1.57 Amin= 2.38 cm2 Asw/s(min)= .024 cm .................................................................. Barra 9 l= 3.58 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 1.04 1.04 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 34.72 .001 .27 .27 -161.90 .18 .006 30.0 " -121.31 .003 .95 .95 3.58 -1254.22 .029 10.08 10.06 -507.21 .57 .018 30.0

Pórtico A Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 10 l= 7.08 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .77 2.96 4.36 6.87 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 364.33 .008 2.88 2.88 384.83 .43 .014 30.0 " -884.73 .020 7.07 7.06 7.08 423.82 .010 3.36 3.36 -355.55 .40 .013 30.0 " -761.13 .017 6.07 6.06 6.87M 425.02 .010 3.37 3.37 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 11 l= 1.30 m Seccao:2.80 x .15 m2 (d= .12 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 10.8 1.30 -31.05 .046 6.20 6.04 -47.78 .14 .042 10.8 Amin= 4.03 cm2 Asw/s(min)= .224 cm .................................................................. Barra 12 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .33 1.69 4.77 6.26 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -316.01 .145 12.20 11.94 323.65 1.63 .068 25.0 6.85 -422.95 .194 17.04 16.28 -354.01 1.79 .080 25.0 3.33M 222.14 .102 8.32 8.26 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.16 m Rd= 1.47 m .................................................................. C FEUP - SCC MGE-6A - EA - 04 Barra 13 l= 6.25 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.00 2.05 4.09 6.13 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 13.48 .006 .48 .48 304.18 1.54 .060 25.0 " -361.33 .166 14.18 13.74 6.25 -394.78 .181 15.71 15.10 -320.42 1.62 .067 25.0 2.96M 155.92 .071 5.74 5.72 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .96 m Rd= 1.13 m .................................................................. Barra 14 l= 7.08 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .94 2.07 5.68 6.74 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -563.95 .258 24.36 22.49 440.27 2.22 .113 25.0 7.08 -304.35 .139 11.70 11.47 -367.99 1.86 .085 25.0 3.81M 295.63 .135 11.33 11.13 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 2.04 m Rd= 1.40 m .................................................................. Barra 15 l= 1.30 m Seccao:2.80 x .15 m2 (d= .12 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax

Pórtico A (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 10.8 1.30 -43.48 .065 8.76 8.59 -66.88 .20 .059 10.8 Amin= 4.03 cm2 Asw/s(min)= .224 cm .................................................................. Barra 16 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .24 1.79 4.71 6.44 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -330.53 .151 12.83 12.51 327.17 1.65 .069 25.0 6.85 -417.51 .191 16.78 16.05 -351.86 1.78 .079 25.0 3.36M 220.91 .101 8.27 8.21 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.20 m Rd= 1.45 m .................................................................. Barra 17 l= 6.25 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .98 2.13 4.07 5.09 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 34.48 .016 1.23 1.23 305.81 1.54 .061 25.0 " -384.49 .176 15.24 14.68 6.25 5.01 .002 .18 .18 -320.01 1.62 .066 25.0 " -410.26 .188 16.44 15.75 2.96M 156.79 .072 5.77 5.76 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .98 m Rd= 1.13 m .................................................................. C FEUP - SCC MGE-6A - EA - 05 Barra 18 l= 7.08 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .81 2.08 5.54 6.69 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -540.39 .248 23.05 21.41 432.05 2.18 .110 25.0 7.08 -341.37 .156 13.30 12.94 -376.86 1.90 .088 25.0 3.74M 287.92 .132 11.01 10.82 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.96 m Rd= 1.47 m .................................................................. Barra 19 l= 1.30 m Seccao:2.80 x .15 m2 (d= .12 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 10.8 1.30 -43.48 .065 8.76 8.59 -66.88 .20 .059 10.8 Amin= 4.03 cm2 Asw/s(min)= .224 cm .................................................................. Barra 20 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .30 1.77 4.75 6.41 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -331.43 .152 12.87 12.55 328.02 1.66 .069 25.0 6.85 -410.58 .188 16.46 15.76 -350.26 1.77 .078 25.0 3.37M 221.38 .101 8.29 8.23 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.21 m Rd= 1.44 m .................................................................. Barra 21 l= 6.25 m

Pórtico A Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.01 2.10 4.09 6.22 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 23.94 .011 .85 .85 305.76 1.54 .061 25.0 " -375.48 .172 14.83 14.31 6.25 -400.59 .184 15.99 15.35 -318.97 1.61 .066 25.0 2.97M 156.48 .072 5.76 5.74 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .98 m Rd= 1.11 m .................................................................. Barra 22 l= 7.08 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .81 2.04 5.55 6.64 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -529.42 .243 22.45 20.92 429.49 2.17 .109 25.0 7.08 -346.62 .159 13.53 13.15 -378.84 1.91 .089 25.0 3.72M 289.28 .133 11.07 10.88 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.94 m Rd= 1.49 m .................................................................. C FEUP - SCC MGE-6A - EA - 06 Barra 23 l= 1.30 m Seccao:2.80 x .15 m2 (d= .12 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 10.8 1.30 -43.48 .065 8.76 8.59 -66.88 .20 .059 10.8 Amin= 4.03 cm2 Asw/s(min)= .224 cm .................................................................. Barra 24 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .44 1.71 4.83 6.28 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -331.44 .152 12.87 12.55 328.11 1.66 .070 25.0 6.85 -404.50 .185 16.17 15.51 -348.67 1.76 .077 25.0 3.37M 221.66 .102 8.30 8.24 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.21 m Rd= 1.42 m .................................................................. Barra 25 l= 6.25 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .03 2.02 4.16 6.01 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -349.33 .160 13.65 13.26 305.03 1.54 .061 25.0 6.25 -373.24 .171 14.72 14.22 -317.50 1.60 .065 25.0 2.99M 156.37 .072 5.75 5.74 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .97 m Rd= 1.10 m .................................................................. Barra 26 l= 7.08 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .88 1.96 5.59 6.53 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -519.14 .238 21.89 20.46 426.88 2.16 .108 25.0 7.08 -350.67 .161 13.71 13.31 -380.14 1.92 .090 25.0 3.71M 289.62 .133 11.08 10.89

Pórtico A Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.92 m Rd= 1.50 m .................................................................. Barra 27 l= 1.30 m Seccao:2.80 x .15 m2 (d= .12 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 10.8 1.30 -43.48 .065 8.76 8.59 -66.89 .20 .059 10.8 Amin= 4.03 cm2 Asw/s(min)= .224 cm .................................................................. C FEUP - SCC MGE-6A - EA - 07 Barra 28 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .61 1.66 4.93 6.13 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -336.34 .154 13.08 12.74 328.86 1.66 .070 25.0 6.85 -397.74 .182 15.85 15.23 -346.21 1.75 .077 25.0 3.38M 219.29 .100 8.21 8.15 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.22 m Rd= 1.39 m .................................................................. Barra 29 l= 6.25 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .30 1.91 4.27 5.75 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -317.71 .146 12.27 12.00 303.58 1.53 .060 25.0 6.25 -356.66 .163 13.98 13.55 -316.24 1.60 .065 25.0 3.00M 157.12 .072 5.78 5.77 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .96 m Rd= 1.09 m .................................................................. Barra 30 l= 7.08 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .99 1.87 5.64 6.43 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -511.43 .234 21.49 20.12 424.77 2.15 .107 25.0 7.08 -353.44 .162 13.83 13.43 -380.79 1.92 .090 25.0 3.70M 289.05 .132 11.06 10.87 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.90 m Rd= 1.51 m .................................................................. Barra 31 l= 1.30 m Seccao:2.80 x .15 m2 (d= .12 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 10.8 1.30 -16.86 .025 3.32 3.21 -25.93 .08 .023 10.8 Amin= 4.03 cm2 Asw/s(min)= .224 cm .................................................................. Barra 32 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .46 1.26 4.98 5.98 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -197.55 .091 7.35 7.31 251.39 1.27 .040 25.0 6.85 -345.07 .158 13.46 13.09 -293.67 1.48 .056 25.0 3.19M 203.48 .093 7.58 7.54

Pórtico A Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .52 m Rd= 1.06 m .................................................................. C FEUP - SCC MGE-6A - EA - 08 Barra 33 l= 6.25 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .36 1.89 4.28 5.67 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -256.71 .118 9.72 9.60 244.89 1.24 .037 25.0 6.25 -291.62 .134 11.16 10.97 -256.11 1.29 .042 25.0 3.00M 124.61 .057 4.55 4.54 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .44 m Rd= .58 m .................................................................. Barra 34 l= 7.08 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.02 1.86 5.97 6.61 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -386.49 .177 15.33 14.76 318.02 1.61 .066 25.0 7.08 -188.73 .086 7.00 6.97 -262.93 1.33 .044 25.0 3.85M 235.42 .108 8.85 8.77 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.32 m Rd= .64 m .................................................................. C

Pórtico D FEUP - SCC MGE-6A - ED - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico D Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .98 1.18 5.74 6.00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -211.36 .097 7.89 7.84 230.89 1.17 .032 25.0 7.07 -241.34 .111 9.09 9.00 -239.28 1.21 .035 25.0 3.48M 190.40 .087 7.07 7.04 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .31 m Rd= .43 m .................................................................. Barra 2 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.10 1.36 5.83 6.18 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -243.84 .112 9.19 9.10 239.32 1.21 .035 25.0 7.07 -215.02 .099 8.04 7.98 -231.09 1.17 .032 25.0 3.61M 187.79 .086 6.97 6.94 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .43 m Rd= .31 m .................................................................. Barra 3 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .97 1.56 5.70 6.61 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -256.42 .117 9.71 9.59 244.46 1.23 .037 25.0 7.07 -197.94 .091 7.36 7.32 -227.66 1.15 .031 25.0 3.68M 193.94 .089 7.21 7.17 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .51 m Rd= .26 m .................................................................. Barra 4 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .66 1.88 5.28 6.27 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -252.35 .116 9.54 9.43 218.45 1.10 .027 25.0 7.07 11.35 .005 .40 .40 -195.07 .99 .024 25.0 " -195.34 .090 7.26 7.22 3.79M 161.30 .074 5.94 5.93 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .14 m .................................................................. D FEUP - SCC MGE-6A - ED - 02 Barra 5 l= 7.07 m

Pórtico D Seccao: .30 x .70 m2 (d= .66 m) Zeros: .42 1.81 5.14 6.14 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -261.15 .120 9.90 9.77 245.74 1.24 .038 25.0 7.07 3.02 .001 .11 .11 -235.89 1.19 .034 25.0 " -258.27 .118 9.78 9.66 3.66M 188.63 .086 7.00 6.97 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .52 m Rd= .38 m .................................................................. Barra 6 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .36 1.85 5.09 6.14 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -265.19 .122 10.07 9.93 245.75 1.24 .038 25.0 7.07 8.25 .004 .29 .29 -236.61 1.19 .034 25.0 " -267.34 .123 10.15 10.02 3.66M 187.00 .086 6.94 6.90 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .52 m Rd= .39 m .................................................................. Barra 7 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .29 1.85 5.05 6.14 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -267.11 .122 10.15 10.01 244.87 1.24 .037 25.0 7.07 11.04 .005 .39 .39 -238.15 1.20 .035 25.0 " -276.12 .127 10.52 10.36 3.65M 186.79 .086 6.93 6.90 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .51 m Rd= .41 m .................................................................. Barra 8 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .30 1.84 5.06 6.12 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -263.30 .121 9.99 9.86 244.20 1.23 .037 25.0 7.07 6.27 .003 .22 .22 -238.65 1.21 .035 25.0 " -274.34 .126 10.44 10.29 3.64M 186.49 .085 6.92 6.89 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .50 m Rd= .42 m .................................................................. D FEUP - SCC MGE-6A - ED - 03 Barra 9 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .36 1.81 5.09 7.05 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -255.76 .117 9.68 9.56 243.59 1.23 .037 25.0 7.07 -267.08 .122 10.14 10.01 -238.75 1.21 .035 25.0 3.63M 186.18 .085 6.90 6.87 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .49 m Rd= .42 m .................................................................. Barra 10 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .44 1.76 5.16 6.93 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm)

Pórtico D 0.00 -253.39 .116 9.58 9.47 242.98 1.23 .037 25.0 7.07 -255.10 .117 9.65 9.54 -238.66 1.21 .035 25.0 3.62M 186.32 .085 6.91 6.88 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .48 m Rd= .42 m .................................................................. Barra 11 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .58 1.77 5.20 6.89 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -262.59 .120 9.96 9.83 244.75 1.24 .037 25.0 7.07 -245.03 .112 9.24 9.14 -236.46 1.19 .034 25.0 3.65M 183.54 .084 6.80 6.77 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .51 m Rd= .39 m .................................................................. Barra 12 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .25 1.46 5.45 6.94 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -168.13 .077 6.21 6.19 190.63 .96 .024 25.0 7.07 -184.10 .084 6.82 6.79 -191.67 .97 .024 25.0 3.57M 178.52 .082 6.61 6.58 Amin= 2.38 cm2 Asw/s(min)= .024 cm .................................................................. D

Pórtico F FEUP - SCC MGE-6A - EF - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico F Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .70 1.11 4.43 4.76 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -192.03 .088 7.13 7.10 246.48 1.24 .038 25.0 5.60 -210.29 .096 7.85 7.80 -253.09 1.28 .040 25.0 2.76M 149.72 .069 5.50 5.49 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .40 m Rd= .48 m .................................................................. Barra 2 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .78 1.28 4.43 4.90 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -215.70 .099 8.06 8.01 252.97 1.28 .040 25.0 5.60 -199.13 .091 7.41 7.37 -247.10 1.25 .038 25.0 2.82M 144.05 .066 5.28 5.27 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .48 m Rd= .41 m .................................................................. Barra 3 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .53 1.68 4.32 5.43 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -250.72 .115 9.47 9.37 265.27 1.34 .045 25.0 5.60 -175.30 .080 6.48 6.46 -238.78 1.21 .035 25.0 2.92M 145.16 .067 5.33 5.32 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .62 m Rd= .32 m .................................................................. Barra 4 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 1.30 -59.55 .023 6.70 6.65 -91.61 .12 .047 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. D FEUP - SCC MGE-6A - EF - 02 Barra 5 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .72 3.07 5.25 6.80 m

Pórtico F X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -657.73 .301 30.13 26.92 360.29 1.82 .082 25.0 6.85 205.52 .094 7.66 7.61 -191.66 .97 .024 25.0 " -228.07 .105 8.56 8.48 6.13M 217.56 .100 8.14 8.08 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.91 m .................................................................. Barra 6 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .85 1.83 3.77 4.82 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 35.55 .016 1.27 1.27 225.17 1.14 .030 25.0 " -262.36 .120 9.95 9.82 5.60 47.55 .022 1.70 1.70 -224.88 1.14 .030 25.0 " -256.08 .117 9.69 9.58 2.87M 123.55 .057 4.51 4.51 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .19 m Rd= .18 m .................................................................. Barra 7 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 1.30 -59.55 .023 6.70 6.65 -91.61 .12 .047 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 8 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .36 2.61 4.87 6.60 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -521.84 .239 22.04 20.58 327.26 1.65 .069 25.0 6.85 169.92 .078 6.27 6.25 -223.22 1.13 .029 25.0 " -298.69 .137 11.46 11.25 5.59M 206.68 .095 7.71 7.66 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.49 m Rd= .16 m .................................................................. Barra 9 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .42 1.99 3.53 4.61 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 144.93 .066 5.32 5.31 207.32 1.05 .024 25.0 " -301.66 .138 11.59 11.37 5.60 76.49 .035 2.76 2.76 -247.53 1.25 .038 25.0 " -355.22 .163 13.91 13.50 .88M 163.05 .075 6.01 5.99 D FEUP - SCC MGE-6A - EF - 03 Amin= 2.38 cm2 Asw/s(min)= .024 cm Rd= .47 m .................................................................. Barra 10 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9

Pórtico F 1.30 -59.55 .023 6.70 6.65 -91.61 .12 .047 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 11 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .18 2.71 4.82 6.58 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -555.43 .255 23.88 22.10 328.44 1.66 .070 25.0 6.85 186.41 .085 6.91 6.88 -221.56 1.12 .028 25.0 " -315.72 .145 12.19 11.92 5.75M 214.56 .098 8.02 7.96 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.51 m Rd= .14 m .................................................................. Barra 12 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .27 1.95 3.48 4.47 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 171.76 .079 6.35 6.32 196.47 .99 .024 25.0 " -290.94 .133 11.14 10.94 5.60 70.00 .032 2.52 2.52 -256.69 1.30 .042 25.0 " -382.10 .175 15.13 14.58 .68M 182.41 .084 6.76 6.73 Amin= 2.38 cm2 Asw/s(min)= .024 cm Rd= .59 m .................................................................. Barra 13 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 1.30 -59.55 .023 6.70 6.65 -91.61 .12 .047 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. D FEUP - SCC MGE-6A - EF - 04 Barra 14 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .15 2.69 4.81 6.49 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -547.74 .251 23.45 21.75 325.27 1.64 .068 25.0 6.85 182.47 .084 6.76 6.73 -222.15 1.12 .029 25.0 " -318.94 .146 12.33 12.05 5.71M 212.52 .097 7.94 7.88 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.46 m Rd= .15 m .................................................................. Barra 15 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .23 1.91 3.46 4.35 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 183.62 .084 6.80 6.78 190.61 .96 .024 25.0 " -278.99 .128 10.64 10.47 5.60 58.21 .027 2.09 2.09 -261.59 1.32 .044 25.0 " -392.81 .180 15.62 15.02 .59M 191.72 .088 7.12 7.09 Amin= 2.38 cm2 Asw/s(min)= .024 cm Rd= .65 m

Pórtico F .................................................................. Barra 16 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 1.30 -59.55 .023 6.70 6.65 -91.61 .12 .047 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 17 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .27 2.67 4.86 6.47 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -534.61 .245 22.73 21.15 325.11 1.64 .068 25.0 6.85 170.23 .078 6.29 6.27 -221.27 1.12 .028 25.0 " -305.40 .140 11.75 11.52 5.63M 204.63 .094 7.63 7.58 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.46 m Rd= .14 m .................................................................. Barra 18 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .19 1.83 3.47 4.29 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 175.74 .081 6.50 6.48 184.16 .93 .024 25.0 " -257.46 .118 9.75 9.63 5.60 38.00 .017 1.35 1.35 -264.55 1.34 .045 25.0 " -384.90 .176 15.26 14.70 .65M 185.59 .085 6.88 6.85 D FEUP - SCC MGE-6A - EF - 05 Amin= 2.38 cm2 Asw/s(min)= .024 cm Rd= .69 m .................................................................. Barra 19 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 1.30 -59.55 .023 6.70 6.65 -91.61 .12 .047 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 20 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .47 2.63 4.94 6.47 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -511.66 .234 21.50 20.13 325.07 1.64 .068 25.0 6.85 148.76 .068 5.46 5.45 -220.82 1.12 .028 25.0 " -283.25 .130 10.82 10.64 5.50M 191.50 .088 7.11 7.08 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.46 m Rd= .13 m .................................................................. Barra 21 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .15 1.71 3.51 4.26 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm)

Pórtico F 0.00 156.95 .072 5.78 5.76 181.09 .91 .024 25.0 " -228.18 .105 8.56 8.49 5.60 10.40 .005 .37 .37 -266.97 1.35 .046 25.0 " -366.28 .168 14.41 13.94 .79M 171.62 .079 6.34 6.32 Amin= 2.38 cm2 Asw/s(min)= .024 cm Rd= .72 m .................................................................. Barra 22 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 1.30 -59.55 .023 6.70 6.65 -91.61 .12 .047 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. D FEUP - SCC MGE-6A - EF - 06 Barra 23 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .66 2.58 5.02 6.46 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -490.41 .225 20.39 19.19 325.20 1.64 .068 25.0 6.85 128.65 .059 4.70 4.70 -220.64 1.11 .028 25.0 " -263.34 .121 9.99 9.86 4.15M 184.51 .085 6.84 6.81 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.46 m Rd= .13 m .................................................................. Barra 24 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .06 1.59 3.52 5.37 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 144.74 .066 5.31 5.30 175.63 .89 .024 25.0 " -199.02 .091 7.41 7.37 5.60 -357.26 .164 14.00 13.58 -272.45 1.38 .048 25.0 .88M 162.57 .074 5.99 5.97 Amin= 2.38 cm2 Asw/s(min)= .024 cm Rd= .79 m .................................................................. Barra 25 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 1.30 -55.06 .021 6.19 6.14 -84.71 .11 .043 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 26 l= 6.85 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .74 2.33 5.28 6.32 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -406.76 .186 16.28 15.60 293.42 1.48 .056 25.0 6.85 58.16 .027 2.09 2.09 -213.99 1.08 .025 25.0 " -220.50 .101 8.26 8.19 4.02M 182.61 .084 6.77 6.74 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.14 m Rd= .05 m

Pórtico F .................................................................. Barra 27 l= 5.60 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .37 1.28 3.95 5.29 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 49.19 .023 1.76 1.76 182.20 .92 .024 25.0 " -155.06 .071 5.70 5.69 5.60 -232.76 .107 8.75 8.67 -232.81 1.18 .033 25.0 2.41M 145.73 .067 5.35 5.34 Amin= 2.38 cm2 Asw/s(min)= .024 cm Rd= .31 m .................................................................. D

Pórtico G FEUP - SCC MGE-6A - EG - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico G Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .73 2.18 5.26 6.42 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -580.35 .266 25.31 23.25 448.97 2.27 .116 25.0 7.07 83.07 .038 3.00 3.00 -373.37 1.89 .087 25.0 " -387.98 .178 15.40 14.82 3.93M 302.70 .139 11.63 11.41 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 2.09 m Rd= 1.42 m .................................................................. Barra 2 l= 6.43 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .85 2.52 4.62 6.13 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -719.97 .330 42.01 30.03 466.49 2.36 .123 25.0 6.43 259.29 .119 9.82 9.70 -287.41 1.45 .054 25.0 " -338.61 .155 13.18 12.84 5.46M 290.72 .133 11.13 10.94 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 2.33 m Rd= .67 m .................................................................. Barra 3 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .86 2.59 4.78 6.57 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -748.51 .343 54.96 31.51 476.60 2.41 .127 25.0 6.67 244.90 .112 9.24 9.14 -305.73 1.54 .061 25.0 " -370.34 .170 14.59 14.10 5.53M 289.24 .133 11.06 10.88 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 2.40 m Rd= .83 m .................................................................. D FEUP - SCC MGE-6A - EG - 02 Barra 4 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .18 1.85 4.98 6.91 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -428.94 .197 17.33 16.53 401.73 2.03 .098 25.0 7.07 -486.82 .223 20.20 19.03 -419.58 2.12 .105 25.0 3.51M 302.25 .138 11.61 11.39 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.67 m Rd= 1.83 m

Pórtico G .................................................................. Barra 5 l= 6.43 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.43 2.35 4.15 5.69 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 6.70 .003 .24 .24 408.73 2.06 .101 25.0 " -600.47 .275 26.50 24.19 6.43 162.39 .074 5.98 5.97 -345.88 1.75 .076 25.0 " -494.99 .227 20.62 19.39 4.98M 232.75 .107 8.75 8.67 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.85 m Rd= 1.24 m .................................................................. Barra 6 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.42 2.46 4.38 5.93 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 31.03 .014 1.10 1.10 423.21 2.14 .106 25.0 " -654.03 .300 29.88 26.75 6.67 175.61 .080 6.49 6.47 -361.19 1.82 .082 25.0 " -531.32 .243 22.55 21.01 5.19M 250.15 .115 9.45 9.34 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 2.06 m Rd= 1.46 m .................................................................. Barra 7 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .04 1.92 4.90 5.96 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -457.54 .210 18.73 17.76 403.78 2.04 .099 25.0 7.07 3.32 .002 .12 .12 -418.62 2.11 .105 25.0 " -514.15 .236 21.63 20.24 3.53M 302.20 .138 11.61 11.39 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.69 m Rd= 1.82 m .................................................................. D FEUP - SCC MGE-6A - EG - 03 Barra 8 l= 6.43 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.37 2.38 4.06 5.66 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 53.52 .025 1.92 1.92 404.69 2.04 .099 25.0 " -627.29 .287 28.16 25.46 6.43 190.90 .087 7.09 7.05 -351.48 1.78 .079 25.0 " -542.65 .249 23.17 21.52 5.11M 249.35 .114 9.42 9.31 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.98 m Rd= 1.46 m .................................................................. Barra 9 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.30 2.48 4.25 5.78 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 90.51 .041 3.28 3.28 411.43 2.08 .102 25.0 " -664.89 .305 30.62 27.28 6.67 182.27 .084 6.75 6.72 -374.27 1.89 .087 25.0 " -595.52 .273 26.20 23.95 5.23M 252.95 .116 9.56 9.45

Pórtico G Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 2.09 m Rd= 1.74 m .................................................................. Barra 10 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.03 1.92 4.88 5.94 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 2.49 .001 .09 .09 402.49 2.03 .098 25.0 " -460.56 .211 18.88 17.89 7.07 7.34 .003 .26 .26 -419.60 2.12 .105 25.0 " -523.91 .240 22.15 20.68 3.52M 302.33 .139 11.62 11.39 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.68 m Rd= 1.83 m .................................................................. Barra 11 l= 6.43 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.31 2.37 4.01 5.56 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 76.29 .035 2.75 2.75 397.18 2.01 .096 25.0 " -621.40 .285 27.78 25.17 6.43 185.41 .085 6.87 6.84 -358.44 1.81 .081 25.0 " -567.01 .260 24.54 22.63 5.08M 246.22 .113 9.29 9.19 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.95 m Rd= 1.57 m .................................................................. D FEUP - SCC MGE-6A - EG - 04 Barra 12 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.19 2.46 4.20 5.64 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 123.52 .057 4.51 4.50 398.92 2.01 .097 25.0 " -648.35 .297 29.51 26.47 6.67 165.56 .076 6.11 6.09 -386.11 1.95 .092 25.0 " -629.40 .288 28.29 25.56 5.15M 243.64 .112 9.19 9.09 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 2.02 m Rd= 1.88 m .................................................................. Barra 13 l= 1.30 m Seccao:4.73 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -73.36 .065 14.79 14.49 112.87 .20 .100 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 6.80 cm2 Asw/s(min)= .378 cm .................................................................. Barra 14 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .07 1.89 4.92 7.03 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -446.69 .205 18.19 17.29 402.03 2.03 .098 25.0 7.07 -507.68 .233 21.29 19.95 -418.94 2.12 .105 25.0 3.52M 302.54 .139 11.63 11.40 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.67 m Rd= 1.82 m .................................................................. Barra 15 l= 6.43 m

Pórtico G Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.30 2.33 4.04 5.49 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 61.47 .028 2.21 2.21 392.33 1.98 .094 25.0 " -591.30 .271 25.95 23.76 6.43 153.71 .070 5.65 5.64 -361.38 1.83 .082 25.0 " -550.36 .252 23.60 21.87 4.94M 228.14 .105 8.56 8.49 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.81 m Rd= 1.50 m .................................................................. Barra 16 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.15 2.40 4.21 5.53 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 112.07 .051 4.08 4.08 390.31 1.97 .094 25.0 " -605.99 .278 26.83 24.45 6.67 122.25 .056 4.46 4.46 -392.61 1.98 .094 25.0 " -617.66 .283 27.55 25.00 4.96M 221.12 .101 8.28 8.22 D FEUP - SCC MGE-6A - EG - 05 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.83 m Rd= 1.83 m .................................................................. Barra 17 l= 1.30 m Seccao:4.73 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -73.36 .065 14.79 14.49 112.87 .20 .100 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 6.80 cm2 Asw/s(min)= .378 cm .................................................................. Barra 18 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .23 1.82 5.01 6.87 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -419.92 .192 16.89 16.16 401.96 2.03 .098 25.0 7.07 -474.78 .218 19.59 18.51 -417.44 2.11 .104 25.0 3.51M 303.46 .139 11.67 11.44 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.67 m Rd= 1.81 m .................................................................. Barra 19 l= 6.43 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.31 2.27 4.13 5.44 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 22.47 .010 .80 .80 389.66 1.97 .093 25.0 " -547.11 .251 23.42 21.72 6.43 106.02 .049 3.85 3.85 -361.48 1.83 .082 25.0 " -508.36 .233 21.32 19.98 4.72M 203.25 .093 7.57 7.53 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.59 m Rd= 1.32 m .................................................................. Barra 20 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.13 2.30 4.28 5.45 m X Msd Mred As As1 Vsd ç Asw/s smax

Pórtico G (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 73.34 .034 2.64 2.64 384.06 1.94 .091 25.0 " -547.71 .251 23.45 21.75 6.67 62.36 .029 2.24 2.24 -396.04 2.00 .096 25.0 " -577.58 .265 25.15 23.12 3.21M 216.26 .099 8.09 8.03 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.57 m Rd= 1.66 m .................................................................. D FEUP - SCC MGE-6A - EG - 06 Barra 21 l= 1.30 m Seccao:4.73 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -85.34 .075 17.31 17.01 131.30 .23 .117 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 6.80 cm2 Asw/s(min)= .378 cm .................................................................. Barra 22 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .45 1.79 5.12 6.69 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -416.51 .191 16.73 16.01 404.45 2.04 .099 25.0 7.07 -450.35 .206 18.37 17.45 -413.50 2.09 .103 25.0 3.54M 298.71 .137 11.46 11.25 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.70 m Rd= 1.78 m .................................................................. Barra 23 l= 6.43 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .18 2.16 4.26 5.40 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -491.43 .225 20.44 19.23 387.52 1.96 .093 25.0 6.43 49.61 .023 1.78 1.78 -360.84 1.82 .082 25.0 " -453.53 .208 18.53 17.58 3.39M 200.22 .092 7.45 7.41 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.55 m Rd= 1.31 m .................................................................. Barra 24 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.16 2.17 4.39 6.66 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 18.55 .009 .66 .66 380.86 1.92 .090 25.0 " -485.30 .222 20.13 18.96 6.67 -521.46 .239 22.02 20.56 -396.29 2.00 .096 25.0 3.21M 216.42 .099 8.09 8.04 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.49 m Rd= 1.62 m .................................................................. Barra 25 l= 1.30 m Seccao:4.73 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -73.36 .065 14.79 14.49 112.87 .20 .100 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 6.80 cm2 Asw/s(min)= .378 cm

Pórtico G .................................................................. D FEUP - SCC MGE-6A - EG - 07 Barra 26 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .36 1.17 5.25 6.35 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -256.74 .118 9.72 9.60 350.81 1.77 .078 25.0 7.07 -450.30 .206 18.37 17.44 -404.44 2.04 .099 25.0 3.31M 324.21 .149 12.55 12.26 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.32 m Rd= 1.83 m .................................................................. Barra 27 l= 6.43 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .60 2.14 4.41 5.44 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -482.64 .221 19.99 18.85 394.41 1.99 .095 25.0 6.43 19.76 .009 .70 .70 -351.97 1.78 .079 25.0 " -394.14 .181 15.68 15.08 3.45M 197.50 .091 7.35 7.31 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.61 m Rd= 1.24 m .................................................................. Barra 28 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .23 2.06 4.53 6.36 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -439.90 .202 17.86 17.00 381.66 1.93 .090 25.0 6.67 -465.76 .213 19.14 18.11 -393.18 1.99 .095 25.0 3.24M 216.28 .099 8.09 8.03 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.50 m Rd= 1.60 m .................................................................. Barra 29 l= 1.30 m Seccao:4.73 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -73.36 .065 14.79 14.49 112.87 .20 .100 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 6.80 cm2 Asw/s(min)= .378 cm .................................................................. Barra 30 l= 6.43 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .95 2.12 4.20 5.39 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 46.96 .022 1.68 1.68 193.76 .98 .024 25.0 " -263.00 .121 9.98 9.85 6.43 43.96 .020 1.57 1.57 -199.94 1.01 .024 25.0 " -277.19 .127 10.56 10.40 3.24M 119.14 .055 4.34 4.34 Amin= 2.38 cm2 Asw/s(min)= .024 cm .................................................................. D FEUP - SCC MGE-6A - EG - 08

Pórtico G Barra 31 l= 6.67 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .47 1.87 4.67 6.19 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -384.48 .176 15.24 14.68 353.84 1.79 .079 25.0 6.67 -412.45 .189 16.54 15.84 -362.36 1.83 .083 25.0 3.34M 211.91 .097 7.91 7.86 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.35 m Rd= 1.43 m .................................................................. Barra 32 l= 1.30 m Seccao:4.73 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -49.41 .043 9.85 9.58 76.01 .13 .068 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 6.80 cm2 Asw/s(min)= .378 cm .................................................................. D

Pórtico J FEUP - SCC MGE-6A - ej - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico J Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.45 1.69 6.08 6.36 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -301.69 .138 11.59 11.37 247.79 1.25 .038 25.0 7.07 -167.85 .077 6.19 6.18 -210.01 1.06 .024 25.0 3.84M 173.71 .080 6.42 6.40 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .58 m .................................................................. Barra 2 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.40 1.60 5.97 6.21 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -284.16 .130 10.85 10.68 242.00 1.22 .036 25.0 7.07 -190.55 .087 7.07 7.04 -215.54 1.09 .026 25.0 3.75M 169.29 .078 6.25 6.23 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .49 m Rd= .08 m .................................................................. Barra 3 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.22 2.25 5.80 6.57 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -358.96 .164 14.08 13.65 262.31 1.32 .044 25.0 7.07 18.19 .008 .64 .64 -199.52 1.01 .024 25.0 " -136.03 .062 4.98 4.97 4.06M 173.81 .080 6.42 6.40 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .80 m .................................................................. Barra 4 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .65 2.62 5.38 6.89 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -436.07 .200 17.67 16.84 280.82 1.42 .051 25.0 7.07 119.46 .055 4.36 4.35 -195.01 .98 .024 25.0 " -213.23 .098 7.97 7.91 4.28M 178.55 .082 6.61 6.58 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.07 m F FEUP - SCC MGE-6A - ej - 02 ..................................................................

Pórtico J Barra 5 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.45 2.64 5.03 6.65 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 15.12 .007 .53 .53 267.88 1.35 .046 25.0 " -444.91 .204 18.10 17.21 7.07 130.03 .060 4.75 4.75 -210.70 1.06 .024 25.0 " -290.12 .133 11.10 10.91 4.08M 173.42 .079 6.41 6.39 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .87 m Rd= .00 m .................................................................. Barra 6 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.24 2.58 4.91 6.41 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 52.29 .024 1.87 1.87 255.66 1.29 .041 25.0 " -421.58 .193 16.98 16.23 7.07 108.99 .050 3.96 3.96 -223.05 1.13 .029 25.0 " -324.24 .149 12.55 12.26 3.90M 169.74 .078 6.27 6.25 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .69 m Rd= .19 m .................................................................. Barra 7 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.13 2.50 4.89 6.25 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 57.96 .027 2.08 2.08 248.23 1.25 .039 25.0 " -392.87 .180 15.63 15.03 7.07 82.77 .038 2.99 2.99 -229.58 1.16 .031 25.0 " -329.55 .151 12.78 12.47 3.58M 168.88 .077 6.23 6.21 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .57 m Rd= .29 m .................................................................. Barra 8 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.10 2.41 4.92 6.15 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 46.81 .021 1.67 1.67 243.83 1.23 .037 25.0 " -363.75 .167 14.29 13.84 7.07 55.93 .026 2.01 2.01 -232.55 1.17 .033 25.0 " -319.46 .146 12.35 12.07 3.53M 169.16 .078 6.24 6.23 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .51 m Rd= .34 m .................................................................. F FEUP - SCC MGE-6A - ej - 03 Barra 9 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.09 2.29 5.00 6.08 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 24.85 .011 .88 .88 240.97 1.22 .036 25.0 " -331.12 .152 12.85 12.54 7.07 27.12 .012 .96 .96 -233.67 1.18 .033 25.0 " -298.87 .137 11.47 11.26 3.51M 170.05 .078 6.28 6.26

Pórtico J Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .46 m Rd= .35 m .................................................................. Barra 10 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.11 2.19 5.05 7.00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 1.52 .001 .05 .05 237.40 1.20 .034 25.0 " -301.06 .138 11.56 11.34 7.07 -281.88 .129 10.76 10.59 -235.65 1.19 .034 25.0 3.48M 165.51 .076 6.10 6.09 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .41 m Rd= .38 m .................................................................. Barra 11 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .09 1.84 5.39 6.25 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -215.40 .099 8.05 8.00 205.37 1.04 .024 25.0 7.07 2.34 .001 .08 .08 -198.24 1.00 .024 25.0 " -194.29 .089 7.22 7.18 3.55M 175.23 .080 6.48 6.46 Amin= 2.38 cm2 Asw/s(min)= .024 cm .................................................................. Barra 12 l= 3.50 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 1.53 1.99 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 120.43 .051 5.17 5.17 -70.61 .28 .013 30.0 3.50 -126.70 .054 5.44 5.44 -70.61 .28 .013 30.0 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. Barra 13 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 1.52 1.53 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 174.98 .074 7.60 7.59 -114.24 .45 .022 30.0 3.00 -167.74 .071 7.27 7.26 -114.24 .45 .022 30.0 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. F FEUP - SCC MGE-6A - ej - 04 Barra 14 l= 4.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 1.91 3.08 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 117.60 .050 5.04 5.04 -46.37 .18 .009 30.0 4.00 25.16 .011 1.05 1.05 -46.37 .18 .009 30.0 " -77.41 .033 3.29 3.29 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. Barra 15 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: .90 1.86 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 306.63 .130 13.80 13.61 -179.81 .71 .034 30.0

Pórtico J 3.00 -235.69 .100 10.39 10.34 -179.81 .71 .034 30.0 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. Barra 16 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 1.26 1.56 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 248.76 .106 11.01 10.93 -159.32 .63 .030 30.0 " -36.64 .016 1.54 1.54 3.00 -229.21 .097 10.09 10.04 -159.32 .63 .030 30.0 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. Barra 17 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 2.15 2.15 1.29 1.46 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 216.49 .092 9.50 9.46 -148.29 .59 .028 30.0 " -45.74 .019 1.92 1.92 3.00 18.15 .008 .76 .76 -148.29 .59 .028 30.0 " -228.39 .097 10.05 10.00 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. Barra 18 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 1.57 1.57 1.41 1.44 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 195.79 .083 8.55 8.52 -136.04 .54 .026 30.0 " -36.75 .016 1.54 1.54 3.00 33.63 .014 1.41 1.41 -136.04 .54 .026 30.0 " -212.34 .090 9.31 9.27 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. F FEUP - SCC MGE-6A - ej - 05 Barra 19 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 1.24 1.24 1.43 1.49 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 181.72 .077 7.90 7.89 -127.33 .51 .024 30.0 " -25.51 .011 1.07 1.07 3.00 36.23 .015 1.52 1.52 -127.33 .51 .024 30.0 " -200.25 .085 8.75 8.73 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. Barra 20 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: .83 .83 1.40 1.52 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 164.51 .070 7.13 7.12 -117.59 .47 .022 30.0 " -11.60 .005 .48 .48 3.00 30.42 .013 1.27 1.27 -117.59 .47 .022 30.0 " -188.26 .080 8.20 8.18 Amin= 3.02 cm2 Asw/s(min)= .036 cm ..................................................................

Pórtico J Barra 21 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 1.41 1.58 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 143.84 .061 6.20 6.20 -101.77 .40 .019 30.0 3.00 18.58 .008 .77 .77 -101.77 .40 .019 30.0 " -161.46 .069 6.99 6.98 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. Barra 22 l= 3.00 m Seccao: .45 x .60 m2 (d= .56 m) Zeros: 1.18 2.02 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 140.61 .060 6.06 6.06 -118.67 .47 .023 30.0 3.00 -215.40 .091 9.45 9.41 -118.67 .47 .023 30.0 Amin= 3.02 cm2 Asw/s(min)= .036 cm .................................................................. Barra 23 l= 3.50 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: .10 .60 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 11.23 .005 1.54 1.50 19.38 .02 .012 15.3 " -7.38 .003 1.01 .99 3.50 60.43 .025 8.41 8.30 19.38 .02 .012 15.3 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. F FEUP - SCC MGE-6A - ej - 06 Barra 24 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.49 1.53 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -107.42 .045 15.12 15.00 70.70 .08 .044 15.3 3.00 104.67 .043 14.72 14.61 70.70 .08 .044 15.3 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 25 l= 4.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.45 2.13 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -85.88 .036 12.03 11.91 48.01 .06 .030 15.3 4.00 106.50 .044 14.99 14.87 48.01 .06 .030 15.3 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 26 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: .93 1.66 1.97 1.97 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 84.64 .035 11.85 11.73 50.92 .06 .032 15.3 " -84.46 .035 11.82 11.71 3.00 68.29 .028 9.52 9.41 50.92 .06 .032 15.3 " -44.00 .018 6.09 6.00 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 27 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.61 1.73 1.58 1.58 m

Pórtico J X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 76.04 .032 10.62 10.51 90.02 .11 .056 15.3 " -145.53 .060 20.66 20.56 3.00 124.53 .052 17.60 17.49 90.02 .11 .056 15.3 " -68.81 .029 9.60 9.48 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 28 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.54 1.63 1.47 1.47 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 61.46 .025 8.55 8.45 107.61 .13 .068 15.3 " -165.83 .069 23.65 23.57 3.00 157.00 .065 22.35 22.26 107.61 .13 .068 15.3 " -63.98 .027 8.91 8.80 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. F FEUP - SCC MGE-6A - ej - 07 Barra 29 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.50 1.56 1.43 1.43 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 45.66 .019 6.33 6.23 111.64 .13 .070 15.3 " -167.88 .070 23.95 23.88 3.00 167.02 .069 23.83 23.75 111.64 .13 .070 15.3 " -50.28 .021 6.98 6.88 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 30 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.48 1.53 1.38 1.38 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 32.87 .014 4.54 4.46 109.76 .13 .069 15.3 " -162.90 .068 23.22 23.14 3.00 166.37 .069 23.73 23.65 109.76 .13 .069 15.3 " -38.43 .016 5.31 5.23 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 31 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.47 1.52 1.27 1.27 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 17.82 .007 2.44 2.40 104.45 .12 .066 15.3 " -153.41 .064 21.82 21.73 3.00 159.96 .066 22.78 22.70 104.45 .12 .066 15.3 " -24.15 .010 3.32 3.26 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 32 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.48 1.57 .57 .57 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm)

Pórtico J 0.00 3.29 .001 .45 .44 94.08 .11 .059 15.3 " -139.25 .058 19.74 19.64 3.00 142.99 .059 20.29 20.19 94.08 .11 .059 15.3 " -14.09 .006 1.93 1.89 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. F FEUP - SCC MGE-6A - ej - 08 Barra 33 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.26 1.37 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -141.37 .059 20.05 19.95 104.91 .12 .066 15.3 3.00 173.37 .072 24.77 24.70 104.91 .12 .066 15.3 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 34 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 1.63 2.27 2.32 2.53 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 30.87 .013 4.26 4.18 -13.30 .02 .008 15.3 " -28.11 .012 3.87 3.80 3.00 9.03 .004 1.23 1.21 -13.30 .02 .008 15.3 " -9.04 .004 1.23 1.21 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. Barra 35 l= 3.00 m Seccao:5.00 x .20 m2 (d= .17 m) Zeros: 3.00 3.00 3.00 3.00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 9.03 .004 1.23 1.21 3.01 .00 .002 15.3 " -9.04 .004 1.23 1.21 3.00 .00 .000 .00 .00 3.01 .00 .002 15.3 Amin= 10.20 cm2 Asw/s(min)= .400 cm .................................................................. F

Pórtico L FEUP - SCC MGE-6A - EL - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habitacao Portico L Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 5.78 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 2.38 2.72 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2344.48 .054 19.11 19.01 1018.02 1.15 .031 25.0 5.78 1941.53 .045 15.75 15.68 527.65 .60 .019 30.0 Amin= 10.62 cm2 Asw/s(min)= .024 cm Re= .74 m .................................................................. Barra 2 l= 5.78 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 2.19 2.75 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2686.54 .062 22.00 21.84 1127.55 1.27 .040 25.0 5.78 2443.42 .056 19.94 19.83 718.13 .81 .024 30.0 5.44M 311.18 .007 2.46 2.46 Amin= 10.62 cm2 Asw/s(min)= .024 cm Re= 2.01 m .................................................................. Barra 3 l= 5.78 m Seccao: .30 x4.00 m2 (d=3.95 m) Zeros: 1.87 2.61 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2998.61 .038 18.10 18.03 1255.66 1.06 .024 25.0 5.78 3090.13 .040 18.67 18.59 884.15 .75 .024 30.0 4.97M 283.03 .004 1.66 1.66 Amin= 14.22 cm2 Asw/s(min)= .024 cm .................................................................. Barra 4 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .23 2.34 4.06 5.73 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -456.99 .209 18.70 17.73 295.23 1.49 .057 25.0 5.78 207.52 .095 7.74 7.69 -172.84 .87 .024 25.0 " -221.13 .101 8.28 8.22 5.36M 211.56 .097 7.90 7.85 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.08 m .................................................................. B FEUP - SCC MGE-6A - EL - 02 Barra 5 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .40 2.45 4.69 6.61 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm)

Pórtico L 0.00 -591.26 .271 25.95 23.76 349.03 1.76 .078 25.0 6.68 364.01 .167 14.31 13.85 -192.21 .97 .024 25.0 " -289.69 .133 11.08 10.89 6.41M 365.64 .168 14.38 13.91 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.89 m .................................................................. Barra 6 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.46 2.38 3.74 5.65 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 63.39 .029 2.28 2.28 290.05 1.46 .055 25.0 " -505.99 .232 21.20 19.88 5.78 266.31 .122 10.11 9.98 -198.71 1.00 .024 25.0 " -307.59 .141 11.84 11.60 5.76M 266.32 .122 10.11 9.98 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.24 m .................................................................. Barra 7 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.42 2.59 4.22 6.11 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 74.72 .034 2.69 2.69 295.24 1.49 .057 25.0 " -530.43 .243 22.50 20.97 6.68 202.61 .093 7.55 7.50 -246.39 1.24 .038 25.0 " -425.92 .195 17.18 16.41 5.70M 224.95 .103 8.43 8.36 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.18 m Rd= .46 m .................................................................. Barra 8 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.27 2.35 3.67 5.71 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 94.53 .043 3.42 3.43 274.47 1.39 .049 25.0 " -475.89 .218 19.65 18.55 5.78 234.24 .107 8.81 8.73 -209.39 1.06 .024 25.0 " -338.09 .155 13.16 12.81 5.53M 235.67 .108 8.86 8.78 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= 1.01 m .................................................................. B FEUP - SCC MGE-6A - EL - 03 Barra 9 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.13 2.49 4.12 5.86 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 121.78 .056 4.44 4.44 278.21 1.41 .050 25.0 " -494.56 .227 20.60 19.37 6.68 182.19 .083 6.75 6.72 -264.00 1.33 .045 25.0 " -472.54 .217 19.48 18.41 5.51M 213.55 .098 7.98 7.92 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .99 m Rd= .73 m .................................................................. Barra 10 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.20 2.30 3.68 5.54 m X Msd Mred As As1 Vsd ç Asw/s smax

Pórtico L (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 89.96 .041 3.26 3.26 266.81 1.35 .046 25.0 " -442.70 .203 18.00 17.12 5.78 202.40 .093 7.54 7.50 -207.64 1.05 .024 25.0 " -332.56 .152 12.92 12.59 5.29M 207.96 .095 7.76 7.71 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .77 m .................................................................. Barra 11 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .92 2.40 4.09 5.56 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 134.61 .062 4.93 4.92 261.28 1.32 .044 25.0 " -442.85 .203 18.00 17.13 6.68 123.30 .056 4.50 4.50 -279.58 1.41 .051 25.0 " -487.59 .223 20.24 19.06 5.16M 176.83 .081 6.54 6.52 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .65 m Rd= .88 m .................................................................. Barra 12 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -59.55 .023 6.70 6.65 91.61 .12 .047 18.9 1.30 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. B FEUP - SCC MGE-6A - EL - 04 Barra 13 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.19 2.25 3.74 5.43 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 71.71 .033 2.58 2.58 264.16 1.33 .045 25.0 " -413.30 .189 16.58 15.88 5.78 171.79 .079 6.35 6.33 -207.44 1.05 .024 25.0 " -314.92 .144 12.15 11.89 5.05M 184.14 .084 6.82 6.80 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .68 m .................................................................. Barra 14 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .82 2.31 4.10 5.40 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 129.63 .059 4.74 4.73 251.81 1.27 .040 25.0 " -401.06 .184 16.01 15.37 6.68 80.28 .037 2.90 2.90 -287.34 1.45 .054 25.0 " -481.20 .220 19.92 18.78 1.37M 173.49 .079 6.41 6.39 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .53 m Rd= .98 m .................................................................. Barra 15 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm)

Pórtico L 0.00 -59.55 .023 6.70 6.65 91.61 .12 .047 18.9 1.30 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 16 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.22 2.19 3.83 5.38 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 42.73 .020 1.53 1.53 261.63 1.32 .044 25.0 " -381.19 .175 15.09 14.54 5.78 141.41 .065 5.18 5.18 -205.04 1.04 .024 25.0 " -283.64 .130 10.83 10.66 4.83M 162.18 .074 5.98 5.96 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .65 m .................................................................. B FEUP - SCC MGE-6A - EL - 05 Barra 17 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .77 2.20 4.15 5.29 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 111.33 .051 4.05 4.05 245.48 1.24 .038 25.0 " -360.08 .165 14.13 13.69 6.68 37.28 .017 1.33 1.33 -291.68 1.47 .055 25.0 " -460.98 .211 18.90 17.91 1.50M 163.48 .075 6.03 6.01 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .45 m Rd= 1.04 m .................................................................. Barra 18 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -59.55 .023 6.70 6.65 91.61 .12 .047 18.9 1.30 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 19 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.26 2.12 3.97 5.35 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 5.66 .003 .20 .20 261.43 1.32 .044 25.0 " -346.64 .159 13.53 13.15 5.78 107.08 .049 3.89 3.89 -202.79 1.02 .024 25.0 " -245.49 .112 9.26 9.16 4.57M 140.64 .064 5.16 5.15 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .65 m .................................................................. Barra 20 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .76 2.07 4.21 6.62 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 83.28 .038 3.01 3.01 241.27 1.22 .036 25.0 " -318.88 .146 12.32 12.05 6.68 -431.23 .198 17.44 16.63 -293.80 1.48 .056 25.0 2.92M 159.31 .073 5.87 5.85

Pórtico L Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .39 m Rd= 1.06 m .................................................................. B FEUP - SCC MGE-6A - EL - 06 Barra 21 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -59.55 .023 6.70 6.65 91.61 .12 .047 18.9 1.30 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 22 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .30 2.08 4.10 5.36 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -328.49 .151 12.74 12.43 264.43 1.34 .045 25.0 5.78 86.72 .040 3.14 3.14 -198.01 1.00 .024 25.0 " -212.97 .098 7.96 7.90 3.38M 132.67 .061 4.85 4.85 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .69 m .................................................................. Barra 23 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .77 1.97 4.28 6.33 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 59.75 .027 2.14 2.15 239.32 1.21 .035 25.0 " -290.46 .133 11.12 10.93 6.68 -404.96 .186 16.19 15.53 -294.14 1.49 .056 25.0 2.92M 159.53 .073 5.88 5.86 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .37 m Rd= 1.07 m .................................................................. Barra 24 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 1.30 1.30 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -59.55 .023 6.70 6.65 91.61 .12 .047 18.9 1.30 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 25 l= 5.78 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .37 1.68 4.34 5.10 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -224.90 .103 8.43 8.36 228.53 1.15 .031 25.0 5.78 7.23 .003 .25 .25 -199.41 1.01 .024 25.0 " -177.44 .081 6.56 6.54 3.13M 135.29 .062 4.95 4.95 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .25 m .................................................................. B FEUP - SCC MGE-6A - EL - 07

Pórtico L Barra 26 l= 6.68 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .86 1.75 4.50 6.18 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 6.87 .003 .24 .24 227.43 1.15 .031 25.0 " -248.02 .114 9.36 9.26 6.68 -336.98 .154 13.11 12.77 -267.89 1.35 .046 25.0 3.01M 157.78 .072 5.81 5.79 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .23 m Rd= .79 m .................................................................. Barra 27 l= 1.30 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 1.30 1.30 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -55.06 .021 6.19 6.14 84.71 .11 .043 18.9 1.30 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. B

Pilar P1 OBRA: Edif¡cio de Habita‡ao PILAR: Pilar P1

Betao da Classe B30 Aco do Tipo A500 .................................................................. PISO 5 - 6 bx = 0.30, by = 1.35, l = 3.00, Recobrimento = 0.040 {m} Dir. X: lo/i = 27.1 (NF) Dir. Y: lo/i = 7.7 (NF)

Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 3298.68 273.50 47.42 0.00 17.78 1 Sup - - 3298.68 103.69 89.03 0.00 18.18 2 Inf - - 3298.68 273.50 49.15 0.00 17.86 2 Sup - - 3298.68 103.69 87.26 0.00 18.10 3 Inf - - 3241.06 243.05 48.29 0.00 17.41 3 Sup - - 3241.06 87.49 88.14 0.00 17.88 4 Inf - - 3356.30 303.94 48.29 0.00 18.25 4 Sup - - 3356.30 119.88 88.14 0.00 18.41 5 Inf - - 2920.39 256.60 42.41 0.00 16.12 5 Sup - - 2920.39 88.10 83.25 0.00 16.59 6 Inf - - 2920.39 256.60 46.74 0.00 16.34 6 Sup - - 2920.39 88.10 78.83 0.00 16.36 7 Inf - - 2776.33 180.49 45.43 0.00 15.11 7 Sup - - 2776.33 47.63 82.54 0.00 15.93 8 Inf - - 3064.44 332.70 45.43 0.00 17.41 8 Sup - - 3064.44 128.58 82.54 0.00 17.23 9 Inf - - 1862.86 167.31 22.93 0.00 12.15 9 Sup - - 1862.86 55.27 60.15 0.00 12.15 10 Inf - - 1862.86 167.31 34.85 0.00 12.15 10 Sup - - 1862.86 55.27 44.75 0.00 12.15 11 Inf - - 2483.03 509.86 28.89 0.00 17.52 11 Sup - - 2483.03 355.12 52.45 0.00 16.30 12 Inf - - 1388.28 175.24 28.89 0.00 12.15 12 Sup - - 1388.28 244.57 52.45 0.00 13.47

Numero de varoes em cada face paralela a X: 2 Numero de varoes em cada face paralela a Y: 6 Armadura: 12 D 16 ( 0.60 %) ------------------------------------------------------------------ PISO 6 - 7 bx = 0.30, by = 1.35, l = 3.00, Recobrimento = 0.040 {m} Dir. X: lo/i = 29.9 (NF) Dir. Y: lo/i = 7.7 (NF)

Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 2936.21 252.18 119.32 0.00 19.68 1 Sup - - 2936.21 108.30 126.96 0.00 19.24 2 Inf - - 2936.21 252.18 137.32 0.00 20.71 2 Sup - - 2936.21 108.30 140.73 0.00 20.10 3 Inf - - 2889.81 230.37 128.32 0.00 19.93 3 Sup - - 2889.81 82.41 133.84 0.00 19.46 4 Inf - - 2982.61 273.99 128.32 0.00 20.46 4 Sup - - 2982.61 134.19 133.84 0.00 19.88 5 Inf - - 2591.30 231.92 96.30 0.00 17.45 5 Sup - - 2591.30 101.02 107.80 0.00 17.21 6 Inf - - 2591.30 231.92 141.28 0.01 20.32 6 Sup - - 2591.30 101.02 142.22 0.01 19.62 7 Inf - - 2475.30 177.39 116.71 0.00 18.05 7 Sup - - 2475.30 36.29 123.52 0.00 17.84 8 Inf - - 2707.30 286.44 116.71 0.00 19.37 8 Sup - - 2707.30 165.74 123.52 0.00 18.83 9 Inf - - 1650.89 150.11 11.25 0.00 12.15 9 Sup - - 1650.89 65.73 31.50 0.00 12.15 10 Inf - - 1650.89 150.11 142.90 0.00 21.22 10 Sup - - 1650.89 65.73 131.26 0.00 19.23 11 Inf - - 2157.87 548.86 77.08 0.00 19.89 11 Sup - - 2157.87 343.04 81.38 0.00 17.32 12 Inf - - 1243.45 248.64 77.08 0.00 16.17

Pilar P1 12 Sup - - 1243.45 211.59 81.38 0.00 15.98



Numero de varoes em cada face paralela a X: 2 Numero de varoes em cada face paralela a Y: 6 Armadura: 4 D 20 + 8 D 16 ( 0.71 %) ------------------------------------------------------------------ PISO 8 - 9 bx = 0.30, by = 1.35, l = 3.00, Recobrimento = 0.040 {m} Dir. X: lo/i = 29.9 (NF) Dir. Y: lo/i = 7.7 (NF)

Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 1953.62 203.01 122.80 0.00 18.50 1 Sup - - 1953.62 166.21 124.52 0.00 18.34 2 Inf - - 1953.62 203.01 142.16 0.00 20.37 2 Sup - - 1953.62 166.21 144.39 0.00 20.32 3 Inf - - 1927.92 199.43 132.48 0.00 19.42 3 Sup - - 1927.92 136.79 134.46 0.00 19.15 4 Inf - - 1979.31 206.58 132.48 0.00 19.40 4 Sup - - 1979.31 195.62 134.46 0.00 19.50 5 Inf - - 1732.56 190.34 99.56 0.00 16.40 5 Sup - - 1732.56 158.80 100.83 0.00 16.18 6 Inf - - 1732.56 190.34 147.96 0.00 21.71 6 Sup - - 1732.56 158.80 150.50 0.00 21.81 7 Inf - - 1668.32 181.40 122.62 0.00 18.85 7 Sup - - 1668.32 85.27 124.39 0.00 18.37 8 Inf - - 1796.80 199.29 122.62 0.00 18.68 8 Sup - - 1796.80 232.33 124.39 0.00 19.19 9 Inf - - 1105.91 124.08 5.29 0.00 12.15 9 Sup - - 1105.91 104.22 5.23 0.00 12.15 10 Inf - - 1105.91 124.08 155.85 5.61 24.30 10 Sup - - 1105.91 104.22 158.41 5.99 24.30 11 Inf - - 1387.40 251.62 80.57 0.00 16.06 11 Sup - - 1387.40 452.21 81.82 0.00 20.16

Pilar P1 12 Inf - - 824.43 3.46 80.57 0.01 17.93 12 Sup - - 824.43 243.76 81.82 0.00 20.60

Numero de varoes em cada face paralela a X: 2 Numero de varoes em cada face paralela a Y: 6 Armadura: 4 D 20 + 8 D 16 ( 0.71 %) ------------------------------------------------------------------ PISO 9 -10 bx = 0.30, by = 1.35, l = 3.00, Recobrimento = 0.040 {m} Dir. X: lo/i = 29.9 (NF) Dir. Y: lo/i = 7.7 (NF)



Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 933.45 174.54 128.34 3.76 24.30 1 Sup - - 933.45 234.88 125.99 4.16 24.30 2 Inf - - 933.45 174.54 142.29 6.66 24.30 2 Sup - - 933.45 234.88 140.99 7.23 24.30 3 Inf - - 923.08 177.37 135.31 5.45 24.30 3 Sup - - 923.08 215.08 133.49 5.59 24.30 4 Inf - - 943.82 171.71 135.31 4.97 24.30 4 Sup - - 943.82 254.69 133.49 5.84 24.30 5 Inf - - 848.32 164.36 109.22 1.45 24.30 5 Sup - - 848.32 219.65 106.60 1.69 24.30 6 Inf - - 848.32 164.36 144.09 8.64 24.30 6 Sup - - 848.32 219.65 144.11 9.31 24.30 7 Inf - - 822.39 171.43 126.09 5.53 24.30 7 Sup - - 822.39 170.13 124.61 5.21 24.30 8 Inf - - 874.24 157.29 126.09 4.30 24.30 8 Sup - - 874.24 269.16 124.61 5.63 24.30 9 Inf - - 546.63 107.31 28.37 0.00 12.15 9 Sup - - 546.63 143.05 23.46 0.00 12.15 10 Inf - - 546.63 107.31 136.65 13.24 24.30 10 Sup - - 546.63 143.05 140.07 14.11 24.30 11 Inf - - 657.12 2.88 82.51 0.00 24.30

Pilar P1 11 Sup - - 657.12 394.70 81.77 5.46 24.30 12 Inf - - 436.13 211.74 82.51 5.70 24.30 12 Sup - - 436.13 108.61 81.77 4.72 24.30



Numero de varoes em cada face paralela a X: 2 Numero de varoes em cada face paralela a Y: 6 Armadura: 4 D 20 + 8 D 16 ( 0.71 %) ------------------------------------------------------------------

Pilar P2 12 Sup - - 2199.32 37.72 23.61 0.00 11.25





Pilar P2 12 Inf - - 1439.06 11.81 32.72 0.00 11.25 12 Sup - - 1439.06 17.99 23.05 0.00 11.25

Numero de varoes em cada face paralela a X: 6 Numero de varoes em cada face paralela a Y: 2 Armadura: 12 D 16 ( 0.64 %) ------------------------------------------------------------------ PISO 9 -10 bx = 1.25, by = 0.30, l = 3.00, Recobrimento = 0.040 {m} Dir. X: lo/i = 8.3 (NF) Dir. Y: lo/i = 30.0 (NF)







Numero de varoes em cada face paralela a X: 6 Numero de varoes em cada face paralela a Y: 2 Armadura: 12 D 20 ( 1.01 %) ------------------------------------------------------------------

Pilar P3 12 Sup - - 2051.64 18.03 58.52 0.00 10.35





Pilar P3 12 Inf - - 1183.43 17.15 44.71 0.00 10.35 12 Sup - - 1183.43 11.13 49.47 0.00 10.35





Pilar P4 OBRA: Edif¡cio de habita‡ao PILAR: Pilar P4





Pilar P4 12 Sup - - 1027.59 118.14 95.60 0.00 15.88





Pilar P4 12 Inf - - 588.90 2.37 98.52 5.01 17.10 12 Sup - - 588.90 77.61 98.77 5.66 17.10





Pilar P5 12 Sup - - 3368.68 289.60 56.75 0.00 18.53





Pilar P5 12 Inf - - 2483.47 480.46 63.58 0.00 18.71 12 Sup - - 2483.47 470.35 63.79 0.00 18.56









Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 1266.57 32.23 101.10 0.00 15.53 1 Sup - - 1266.57 4.50 97.99 0.00 15.00 2 Inf - - 1266.57 32.23 112.44 0.00 17.25 2 Sup - - 1266.57 4.50 109.71 0.00 16.77 3 Inf - - 1266.44 44.77 106.77 0.00 16.43 3 Sup - - 1266.44 19.69 103.85 0.00 15.90 4 Inf - - 1266.71 19.69 106.77 0.00 16.34 4 Sup - - 1266.71 28.69 103.85 0.00 15.92 5 Inf - - 1167.19 32.24 81.49 0.00 13.17 5 Sup - - 1167.19 1.76 77.43 0.00 12.47 6 Inf - - 1167.19 32.24 109.83 0.00 17.70 6 Sup - - 1167.19 1.76 106.73 0.00 17.11 7 Inf - - 1166.84 63.59 92.61 0.00 15.03 7 Sup - - 1166.84 58.71 89.02 0.00 14.45 8 Inf - - 1167.54 0.88 92.61 0.00 14.73 8 Sup - - 1167.54 62.23 89.02 0.00 14.48 9 Inf - - 756.04 21.49 15.77 0.00 10.35 9 Sup - - 756.04 0.56 12.21 0.00 10.35 10 Inf - - 756.04 21.49 106.84 2.51 20.70 10 Sup - - 756.04 0.56 105.33 2.17 20.70

Pilar P5 11 Inf - - 758.22 111.02 61.30 0.00 13.94 11 Sup - - 758.22 281.84 58.77 0.00 18.42 12 Inf - - 753.87 154.00 61.30 0.00 15.11 12 Sup - - 753.87 280.71 58.77 0.00 18.43




Pilar P6 12 Sup - - 3349.70 352.98 25.61 0.00 20.19





Pilar P6 12 Inf - - 2525.20 317.53 25.05 0.00 17.38 12 Sup - - 2525.20 345.44 25.19 0.00 18.09









Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 179.75 113.55 4.74 2.47 25.50 1 Sup - - 179.75 152.62 158.00 13.33 25.50 2 Inf - - 184.10 113.55 11.68 2.39 25.50 2 Sup - - 184.10 152.62 171.61 14.68 25.50 3 Inf - - 181.93 102.33 3.47 1.75 25.50 3 Sup - - 181.93 144.93 164.81 13.91 25.50 4 Inf - - 181.93 124.78 3.47 3.09 25.50 4 Sup - - 181.93 160.31 164.81 14.16 25.50 5 Inf - - 167.52 100.44 23.55 2.06 25.50 5 Sup - - 167.52 144.10 139.38 11.53 25.50 6 Inf - - 178.40 100.44 17.48 1.77 25.50 6 Sup - - 178.40 144.10 173.41 14.89 25.50 7 Inf - - 172.49 72.37 4.62 0.18 25.50 7 Sup - - 172.49 124.87 154.91 12.83 25.50 8 Inf - - 172.49 128.50 4.62 3.54 25.50 8 Sup - - 172.49 163.33 154.91 13.42 25.50 9 Inf - - 95.62 64.04 70.23 5.10 25.50 9 Sup - - 95.62 94.17 46.99 3.84 25.50 10 Inf - - 131.01 64.04 63.30 3.57 25.50

Pilar P6 10 Sup - - 131.01 94.17 157.79 13.80 25.50 11 Inf - - 116.38 167.74 3.47 7.19 25.50 11 Sup - - 116.38 162.88 102.39 9.74 25.50 12 Inf - - 113.31 39.66 3.47 0.00 19.17 12 Sup - - 113.31 25.47 102.39 7.91 25.50


Pilar P7 12 Sup - - 3338.09 557.54 69.71 0.00 24.85





Pilar P7 12 Inf - - 2529.35 382.21 67.48 0.00 19.57 12 Sup - - 2529.35 457.83 67.24 0.00 21.60





Pilar P8 12 Sup - - 2206.03 371.39 89.86 18.25 15.30





Pilar P8 12 Inf - - 1629.59 311.94 88.90 7.77 15.30 12 Sup - - 1629.59 369.74 89.07 13.25 15.30





Pilar P9 12 Sup - - 3721.57 231.44 70.11 5.71 19.80





Pilar P9 12 Inf - - 2691.36 328.82 93.44 4.76 19.80 12 Sup - - 2691.36 330.97 91.99 4.96 19.80





Pilar P10 12 Sup - - 3087.99 204.46 41.18 0.00 16.81





Pilar P10 12 Inf - - 2282.12 188.30 58.04 0.00 14.36 12 Sup - - 2282.12 208.62 63.07 0.00 14.92





Pilar P11 12 Sup - - 1798.54 252.26 60.39 1.44 18.00





Pilar P11 12 Inf - - 1286.65 218.73 69.74 1.38 18.00 12 Sup - - 1286.65 237.71 63.42 3.71 18.00





Pilar P12 12 Sup - - 2021.99 199.80 88.73 20.96 15.30





Pilar P12 12 Inf - - 1427.88 232.55 111.76 26.65 15.30 12 Sup - - 1427.88 233.44 123.17 27.54 15.30





Pilar P13 12 Sup - - 1794.12 199.04 14.66 18.88 14.40





Pilar P13 12 Inf - - 1256.72 192.74 10.23 15.90 14.40 12 Sup - - 1256.72 194.37 7.58 16.22 14.40





Pilar P14 12 Sup - - 1863.72 108.74 63.20 0.00 11.83





Pilar P14 12 Inf - - 1569.28 304.66 33.51 4.84 16.20 12 Sup - - 1569.28 187.17 30.76 0.00 12.97





Parede 1 OBRA: Edif¡cio de Habita‡ao PILAR: Parede 1 - Caixa de Escadas


Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 5004.17 0.00 748.14 0.00 23.88 1 Cri 5.0 2.0 4972.67 246.75 398.71 0.77 43.20 1 Sup - - 4941.17 0.00 497.53 0.00 22.64 2 Inf - - 5004.17 0.00 611.84 0.00 23.33 2 Cri 5.0 2.0 4972.67 246.75 344.19 0.20 43.20 2 Sup - - 4941.17 0.00 597.70 0.00 23.03 3 Inf - - 5004.17 0.00 679.99 0.00 23.60 3 Cri 5.0 2.0 4972.67 246.75 371.45 0.60 43.20 3 Sup - - 4941.17 0.00 547.61 0.00 22.83 4 Inf - - 5004.17 0.00 679.99 0.00 23.60 4 Cri 5.0 2.0 4972.67 246.75 371.45 0.50 43.20 4 Sup - - 4941.17 0.00 547.61 0.00 22.83 5 Inf - - 4431.34 0.00 850.36 0.00 22.14 5 Cri 5.1 2.0 4399.84 222.74 429.26 0.02 41.68 5 Sup - - 4368.34 0.00 422.40 0.00 21.60 6 Inf - - 4431.34 0.00 509.61 0.00 21.60 6 Cri 5.1 2.0 4399.84 222.74 357.13 0.02 41.58 6 Sup - - 4368.34 0.00 672.83 0.00 21.60 7 Inf - - 4431.34 0.00 0.00 0.00 21.60 7 Cri 5.1 2.0 4399.84 222.74 88.00 0.00 41.29 7 Sup - - 4368.34 0.00 0.00 0.00 21.60 8 Inf - - 4431.34 0.00 0.00 0.00 21.60 8 Cri 5.1 2.0 4399.84 222.74 88.00 0.00 41.29 8 Sup - - 4368.34 0.00 0.00 0.00 21.60 9 Inf - - 3069.93 0.00 1152.68 0.00 21.60 9 Cri 5.1 2.0 3038.43 153.82 803.67 0.00 35.10 9 Sup - - 3006.93 0.00 128.22 0.00 21.60 10 Inf - - 3069.93 0.00 246.03 0.00 21.60 10 Cri 5.1 2.0 3038.43 153.82 674.21 0.00 34.62 10 Sup - - 3006.93 0.00 858.38 0.00 21.60 11 Inf - - 3069.93 0.00 453.33 0.00 21.60 11 Cri 5.1 2.0 3038.43 153.82 242.10 0.00 33.48 11 Sup - - 3006.93 0.00 365.08 0.00 21.60 12 Inf - - 3069.93 0.00 453.33 0.00 21.60 12 Cri 5.1 2.0 3038.43 153.82 242.10 0.00 33.48 12 Sup - - 3006.93 0.00 365.08 0.00 21.60


Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 4612.31 0.00 497.53 0.00 21.60 1 Cri 4.3 2.0 4585.31 194.88 570.86 0.01 38.18 1 Sup - - 4558.31 0.00 451.58 0.00 21.60 2 Inf - - 4612.31 0.00 597.70 0.00 21.74 2 Cri 4.3 2.0 4585.31 194.88 673.81 0.02 38.38 2 Sup - - 4558.31 0.00 558.71 0.00 21.60 3 Inf - - 4612.31 0.00 547.61 0.00 21.60 3 Cri 4.3 2.0 4585.31 194.88 622.33 0.01 38.28 3 Sup - - 4558.31 0.00 505.15 0.00 21.60 4 Inf - - 4612.31 0.00 547.61 0.00 21.60 4 Cri 4.3 2.0 4585.31 194.88 622.33 0.01 38.28

Parede 1 4 Sup - - 4558.31 0.00 505.15 0.00 21.60 5 Inf - - 4083.55 0.00 422.40 0.00 21.60 5 Cri 4.3 2.0 4056.55 172.40 483.06 0.00 35.17 5 Sup - - 4029.55 0.00 371.24 0.00 21.60 6 Inf - - 4083.55 0.00 672.83 0.00 21.60 6 Cri 4.3 2.0 4056.55 172.40 740.45 0.00 35.75 6 Sup - - 4029.55 0.00 639.06 0.00 21.60 7 Inf - - 4083.55 0.00 0.00 0.00 21.60 7 Cri 4.3 2.0 4056.55 172.40 81.13 0.00 34.58 7 Sup - - 4029.55 0.00 0.00 0.00 21.60 8 Inf - - 4083.55 0.00 0.00 0.00 21.60 8 Cri 4.3 2.0 4056.55 172.40 81.13 0.00 34.58 8 Sup - - 4029.55 0.00 0.00 0.00 21.60 9 Inf - - 2826.86 0.00 128.22 0.00 21.60 9 Cri 4.3 2.0 2799.86 118.99 222.17 0.00 27.64 9 Sup - - 2772.86 0.00 191.47 0.00 21.60 10 Inf - - 2826.86 0.00 858.38 0.00 21.60 10 Cri 4.3 2.0 2799.86 118.99 918.35 0.00 30.28 10 Sup - - 2772.86 0.00 865.00 0.00 21.60 11 Inf - - 2826.86 0.00 365.08 0.00 21.60 11 Cri 4.3 2.0 2799.86 118.99 409.75 0.00 28.12 11 Sup - - 2772.86 0.00 336.76 0.00 21.60 12 Inf - - 2826.86 0.00 365.08 0.00 21.60 12 Cri 4.3 2.0 2799.86 118.99 409.75 0.00 28.12 12 Sup - - 2772.86 0.00 336.76 0.00 21.60


Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 4229.45 0.00 451.58 0.00 21.60 1 Cri 6.0 2.0 4193.45 251.61 570.34 6.88 43.20 1 Sup - - 4157.45 0.00 509.73 0.00 21.60 2 Inf - - 4229.45 0.00 558.71 0.00 21.60 2 Cri 6.0 2.0 4193.45 251.61 859.99 9.85 43.20 2 Sup - - 4157.45 0.00 921.06 0.00 21.60 3 Inf - - 4229.45 0.00 505.15 0.00 21.60 3 Cri 6.0 2.0 4193.45 251.61 715.17 8.29 43.20 3 Sup - - 4157.45 0.00 715.40 0.00 21.60 4 Inf - - 4229.45 0.00 505.15 0.00 21.60 4 Cri 6.0 2.0 4193.45 251.61 715.17 8.29 43.20 4 Sup - - 4157.45 0.00 715.40 0.00 21.60 5 Inf - - 3744.75 0.00 371.24 0.00 21.60 5 Cri 6.0 2.0 3708.75 222.53 377.41 0.00 43.20 5 Sup - - 3672.75 0.00 201.23 0.00 21.60 6 Inf - - 3744.75 0.00 639.06 0.00 21.60 6 Cri 6.0 2.0 3708.75 222.53 1067.54 2.11 43.20 6 Sup - - 3672.75 0.00 1229.56 0.00 21.60 7 Inf - - 3744.75 0.00 0.00 0.00 21.60 7 Cri 6.0 2.0 3708.75 222.53 74.18 0.00 43.20 7 Sup - - 3672.75 0.00 0.00 0.00 21.60 8 Inf - - 3744.75 0.00 0.00 0.00 21.60 8 Cri 6.0 2.0 3708.75 222.53 74.18 0.00 43.20 8 Sup - - 3672.75 0.00 0.00 0.00 21.60 9 Inf - - 2592.79 0.00 191.47 0.00 21.60 9 Cri 6.0 2.0 2556.79 153.41 1048.78 0.00 39.22 9 Sup - - 2520.79 0.00 1535.08 0.00 21.60 10 Inf - - 2592.79 0.00 865.00 0.00 21.60 10 Cri 6.0 2.0 2556.79 153.41 1890.50 0.74 43.20 10 Sup - - 2520.79 0.00 2488.94 0.00 32.45 11 Inf - - 2592.79 0.00 336.76 0.00 21.60 11 Cri 6.0 2.0 2556.79 153.41 472.00 0.00 36.76 11 Sup - - 2520.79 0.00 476.93 0.00 21.60

Parede 1 12 Inf - - 2592.79 0.00 336.76 0.00 21.60 12 Cri 6.0 2.0 2556.79 153.41 472.00 0.00 36.76 12 Sup - - 2520.79 0.00 476.93 0.00 21.60




Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 3445.74 0.00 700.70 0.00 21.60 1 Cri 4.3 2.0 3418.74 145.30 651.23 0.00 32.17 1 Sup - - 3391.74 0.00 406.08 0.00 21.60 2 Inf - - 3445.74 0.00 324.81 0.00 21.60 2 Cri 4.3 2.0 3418.74 145.30 348.64 0.00 31.40 2 Sup - - 3391.74 0.00 213.43 0.00 21.60 3 Inf - - 3445.74 0.00 512.76 0.00 21.60 3 Cri 4.3 2.0 3418.74 145.30 499.93 0.00 31.74

Parede 1 3 Sup - - 3391.74 0.00 309.75 0.00 21.60 4 Inf - - 3445.74 0.00 512.76 0.00 21.60 4 Cri 4.3 2.0 3418.74 145.30 499.93 0.00 31.74 4 Sup - - 3391.74 0.00 309.75 0.00 21.60 5 Inf - - 3049.16 0.00 982.61 0.00 21.60 5 Cri 4.3 2.0 3022.16 128.44 870.24 0.00 31.03 5 Sup - - 2995.16 0.00 550.56 0.00 21.60 6 Inf - - 3049.16 0.00 42.90 0.00 21.60 6 Cri 4.3 2.0 3022.16 128.44 118.97 0.00 28.74 6 Sup - - 2995.16 0.00 68.95 0.00 21.60 7 Inf - - 3049.16 0.00 0.00 0.00 21.60 7 Cri 4.3 2.0 3022.16 128.44 60.44 0.00 28.66 7 Sup - - 2995.16 0.00 0.00 0.00 21.60 8 Inf - - 3049.16 0.00 0.00 0.00 21.60 8 Cri 4.3 2.0 3022.16 128.44 60.44 0.00 28.66 8 Sup - - 2995.16 0.00 0.00 0.00 21.60 9 Inf - - 2106.65 0.00 2282.11 0.00 33.05 9 Cri 4.3 2.0 2079.65 88.38 1859.26 0.01 37.44 9 Sup - - 2052.65 0.00 1121.00 0.00 21.60 10 Inf - - 2106.65 0.00 1598.43 0.00 22.99 10 Cri 4.3 2.0 2079.65 88.38 1283.85 0.00 31.39 10 Sup - - 2052.65 0.00 707.99 0.00 21.60 11 Inf - - 2106.65 0.00 341.84 0.00 21.60 11 Cri 4.3 2.0 2079.65 88.38 329.30 0.00 23.88 11 Sup - - 2052.65 0.00 206.50 0.00 21.60 12 Inf - - 2106.65 0.00 341.84 0.00 21.60 12 Cri 4.3 2.0 2079.65 88.38 329.30 0.00 23.88 12 Sup - - 2052.65 0.00 206.50 0.00 21.60


Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 3062.88 0.00 406.08 0.00 21.60 1 Cri 4.3 2.0 3035.88 129.02 437.91 0.00 29.50 1 Sup - - 3008.88 0.00 333.86 0.00 21.60 2 Inf - - 3062.88 0.00 213.43 0.00 21.60 2 Cri 4.3 2.0 3035.88 129.02 183.20 0.00 28.92 2 Sup - - 3008.88 0.00 13.94 0.00 21.60 3 Inf - - 3062.88 0.00 309.75 0.00 21.60 3 Cri 4.3 2.0 3035.88 129.02 310.55 0.00 29.17 3 Sup - - 3008.88 0.00 159.96 0.00 21.60 4 Inf - - 3062.88 0.00 309.75 0.00 21.60 4 Cri 4.3 2.0 3035.88 129.02 310.55 0.00 29.17 4 Sup - - 3008.88 0.00 159.96 0.00 21.60 5 Inf - - 2710.36 0.00 550.56 0.00 21.60 5 Cri 4.3 2.0 2683.36 114.04 630.72 0.00 28.32 5 Sup - - 2656.36 0.00 594.71 0.00 21.60 6 Inf - - 2710.36 0.00 68.95 0.00 21.60 6 Cri 4.3 2.0 2683.36 114.04 190.97 0.00 26.91 6 Sup - - 2656.36 0.00 274.80 0.00 21.60 7 Inf - - 2710.36 0.00 0.00 0.00 21.60 7 Cri 4.3 2.0 2683.36 114.04 53.67 0.00 26.68 7 Sup - - 2656.36 0.00 0.00 0.00 21.60 8 Inf - - 2710.36 0.00 0.00 0.00 21.60 8 Cri 4.3 2.0 2683.36 114.04 53.67 0.00 26.68 8 Sup - - 2656.36 0.00 0.00 0.00 21.60 9 Inf - - 1872.57 0.00 1121.00 0.00 21.60 9 Cri 4.3 2.0 1845.57 78.44 1378.10 0.00 32.79 9 Sup - - 1818.57 0.00 1487.99 0.00 22.83 10 Inf - - 1872.57 0.00 707.99 0.00 21.60 10 Cri 4.3 2.0 1845.57 78.44 1084.93 0.00 29.20 10 Sup - - 1818.57 0.00 1274.71 0.00 21.60

Parede 1 11 Inf - - 1872.57 0.00 206.50 0.00 21.60 11 Cri 4.3 2.0 1845.57 78.44 203.47 0.00 22.07 11 Sup - - 1818.57 0.00 106.64 0.00 21.60 12 Inf - - 1872.57 0.00 206.50 0.00 21.60 12 Cri 4.3 2.0 1845.57 78.44 203.47 0.00 22.07 12 Sup - - 1818.57 0.00 106.64 0.00 21.60




Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 2297.16 0.00 173.82 0.00 21.60 1 Cri 4.3 2.0 2270.16 96.48 171.96 0.00 24.46 1 Sup - - 2243.16 0.00 55.66 0.00 21.60 2 Inf - - 2297.16 0.00 29.98 0.00 21.60 2 Cri 4.3 2.0 2270.16 96.48 108.42 0.00 24.32

Parede 1 2 Sup - - 2243.16 0.00 85.04 0.00 21.60 3 Inf - - 2297.16 0.00 101.90 0.00 21.60 3 Cri 4.3 2.0 2270.16 96.48 134.68 0.00 24.37 3 Sup - - 2243.16 0.00 70.35 0.00 21.60 4 Inf - - 2297.16 0.00 101.90 0.00 21.60 4 Cri 4.3 2.0 2270.16 96.48 134.68 0.00 24.37 4 Sup - - 2243.16 0.00 70.35 0.00 21.60 5 Inf - - 2032.77 0.00 281.70 0.00 21.60 5 Cri 4.3 2.0 2005.77 85.25 222.58 0.00 23.06 5 Sup - - 1978.77 0.00 33.62 0.00 21.60 6 Inf - - 2032.77 0.00 77.90 0.00 21.60 6 Cri 4.3 2.0 2005.77 85.25 82.95 0.00 22.68 6 Sup - - 1978.77 0.00 107.08 0.00 21.60 7 Inf - - 2032.77 0.00 0.00 0.00 21.60 7 Cri 4.3 2.0 2005.77 85.25 40.12 0.00 22.60 7 Sup - - 1978.77 0.00 0.00 0.00 21.60 8 Inf - - 2032.77 0.00 0.00 0.00 21.60 8 Cri 4.3 2.0 2005.77 85.25 40.12 0.00 22.60 8 Sup - - 1978.77 0.00 0.00 0.00 21.60 9 Inf - - 1404.43 0.00 846.85 0.00 21.60 9 Cri 4.3 2.0 1377.43 58.54 393.13 0.00 21.60 9 Sup - - 1350.43 0.00 356.33 0.00 21.60 10 Inf - - 1404.43 0.00 710.98 0.00 21.60 10 Cri 4.3 2.0 1377.43 58.54 311.94 0.00 21.60 10 Sup - - 1350.43 0.00 450.13 0.00 21.60 11 Inf - - 1404.43 0.00 67.93 0.00 21.60 11 Cri 4.3 2.0 1377.43 58.54 87.07 0.00 21.60 11 Sup - - 1350.43 0.00 46.90 0.00 21.60 12 Inf - - 1404.43 0.00 67.93 0.00 21.60 12 Cri 4.3 2.0 1377.43 58.54 87.07 0.00 21.60 12 Sup - - 1350.43 0.00 46.90 0.00 21.60


Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 1914.30 0.00 55.65 0.00 21.60 1 Cri 4.3 2.0 1887.30 80.21 66.79 0.00 21.93 1 Sup - - 1860.30 0.00 10.88 0.00 21.60 2 Inf - - 1914.30 0.00 85.04 0.00 21.60 2 Cri 4.3 2.0 1887.30 80.21 134.28 0.00 22.09 2 Sup - - 1860.30 0.00 104.20 0.00 21.60 3 Inf - - 1914.30 0.00 70.35 0.00 21.60 3 Cri 4.3 2.0 1887.30 80.21 98.62 0.00 22.00 3 Sup - - 1860.30 0.00 46.66 0.00 21.60 4 Inf - - 1914.30 0.00 70.35 0.00 21.60 4 Cri 4.3 2.0 1887.30 80.21 98.62 0.00 22.00 4 Sup - - 1860.30 0.00 46.66 0.00 21.60 5 Inf - - 1693.98 0.00 33.61 0.00 21.60 5 Cri 4.3 2.0 1666.98 70.85 78.21 0.00 21.60 5 Sup - - 1639.98 0.00 97.19 0.00 21.60 6 Inf - - 1693.98 0.00 107.08 0.00 21.60 6 Cri 4.3 2.0 1666.98 70.85 190.48 0.00 21.60 6 Sup - - 1639.98 0.00 190.51 0.00 21.60 7 Inf - - 1693.98 0.00 0.00 0.00 21.60 7 Cri 4.3 2.0 1666.98 70.85 33.34 0.00 21.60 7 Sup - - 1639.98 0.00 0.00 0.00 21.60 8 Inf - - 1693.98 0.00 0.00 0.00 21.60 8 Cri 4.3 2.0 1666.98 70.85 33.34 0.00 21.60 8 Sup - - 1639.98 0.00 0.00 0.00 21.60 9 Inf - - 1170.36 0.00 356.33 0.00 21.60 9 Cri 4.3 2.0 1143.36 48.59 432.29 0.00 21.60 9 Sup - - 1116.36 0.00 444.82 0.00 21.60

Parede 1 10 Inf - - 1170.36 0.00 450.13 0.00 21.60 10 Cri 4.3 2.0 1143.36 48.59 507.14 0.00 21.60 10 Sup - - 1116.36 0.00 507.04 0.00 21.60 11 Inf - - 1170.36 0.00 46.90 0.00 21.60 11 Cri 4.3 2.0 1143.36 48.59 63.45 0.00 21.60 11 Sup - - 1116.36 0.00 31.11 0.00 21.60 12 Inf - - 1170.36 0.00 46.90 0.00 21.60 12 Cri 4.3 2.0 1143.36 48.59 63.45 0.00 21.60 12 Sup - - 1116.36 0.00 31.11 0.00 21.60




Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 1148.58 0.00 43.53 0.00 21.60 1 Cri 4.3 2.0 1121.58 47.67 68.09 0.00 21.60

Parede 1 1 Sup - - 1094.58 0.00 47.08 0.00 21.60 2 Inf - - 1148.58 0.00 102.41 0.00 21.60 2 Cri 4.3 2.0 1121.58 47.67 112.38 0.00 21.60 2 Sup - - 1094.58 0.00 71.24 0.00 21.60 3 Inf - - 1148.58 0.00 29.44 0.00 21.60 3 Cri 4.3 2.0 1121.58 47.67 44.93 0.00 21.60 3 Sup - - 1094.58 0.00 12.08 0.00 21.60 4 Inf - - 1148.58 0.00 29.44 0.00 21.60 4 Cri 4.3 2.0 1121.58 47.67 44.93 0.00 21.60 4 Sup - - 1094.58 0.00 12.08 0.00 21.60 5 Inf - - 1016.39 0.00 152.98 0.00 21.60 5 Cri 4.3 2.0 989.39 42.05 165.91 0.00 21.60 5 Sup - - 962.39 0.00 135.82 0.00 21.60 6 Inf - - 1016.39 0.00 211.87 0.00 21.60 6 Cri 4.3 2.0 989.39 42.05 210.90 0.00 21.60 6 Sup - - 962.39 0.00 159.98 0.00 21.60 7 Inf - - 1016.39 0.00 0.00 0.00 21.60 7 Cri 4.3 2.0 989.39 42.05 19.79 0.00 21.60 7 Sup - - 962.39 0.00 0.00 0.00 21.60 8 Inf - - 1016.39 0.00 0.00 0.00 21.60 8 Cri 4.3 2.0 989.39 42.05 19.79 0.00 21.60 8 Sup - - 962.39 0.00 0.00 0.00 21.60 9 Inf - - 702.22 0.00 584.15 0.00 21.60 9 Cri 4.3 2.0 675.22 28.70 559.59 0.00 26.04 9 Sup - - 648.22 0.00 488.98 0.00 21.60 10 Inf - - 702.22 0.00 623.41 0.00 21.60 10 Cri 4.3 2.0 675.22 28.70 589.59 0.00 26.94 10 Sup - - 648.22 0.00 505.09 0.00 21.60 11 Inf - - 702.22 0.00 19.63 0.00 21.60 11 Cri 4.3 2.0 675.22 28.70 28.50 0.00 21.60 11 Sup - - 648.22 0.00 8.06 0.00 21.60 12 Inf - - 702.22 0.00 19.63 0.00 21.60 12 Cri 4.3 2.0 675.22 28.70 28.50 0.00 21.60 12 Sup - - 648.22 0.00 8.06 0.00 21.60


Comb. Sec. ey ex Nsd M'sdx M'sdy As As(min) (cm) (cm) (kN) (kN.m) (kN.m) (cm2) (cm2) 1 Inf - - 765.72 0.00 47.08 0.00 21.60 1 Cri 4.3 2.0 738.72 31.40 42.96 0.00 21.60 1 Sup - - 711.72 0.00 0.14 0.00 21.60 2 Inf - - 765.72 0.00 71.24 0.00 21.60 2 Cri 4.3 2.0 738.72 31.40 72.94 0.00 21.60 2 Sup - - 711.72 0.00 38.55 0.00 21.60 3 Inf - - 765.72 0.00 12.08 0.00 21.60 3 Cri 4.3 2.0 738.72 31.40 31.22 0.00 21.60 3 Sup - - 711.72 0.00 19.35 0.00 21.60 4 Inf - - 765.72 0.00 12.08 0.00 21.60 4 Cri 4.3 2.0 738.72 31.40 31.22 0.00 21.60 4 Sup - - 711.72 0.00 19.35 0.00 21.60 5 Inf - - 677.59 0.00 135.82 0.00 21.60 5 Cri 4.3 2.0 650.59 27.65 105.97 0.00 21.60 5 Sup - - 623.59 0.00 28.66 0.00 21.60 6 Inf - - 677.59 0.00 159.99 0.00 21.60 6 Cri 4.3 2.0 650.59 27.65 135.94 0.00 21.60 6 Sup - - 623.59 0.00 67.35 0.00 21.60 7 Inf - - 677.59 0.00 0.00 0.00 21.60 7 Cri 4.3 2.0 650.59 27.65 13.01 0.00 21.60 7 Sup - - 623.59 0.00 0.00 0.00 21.60 8 Inf - - 677.59 0.00 0.00 0.00 21.60 8 Cri 4.3 2.0 650.59 27.65 13.01 0.00 21.60 8 Sup - - 623.59 0.00 0.00 0.00 21.60

Parede 1 9 Inf - - 468.14 0.00 488.98 0.00 21.60 9 Cri 4.3 2.0 441.14 18.75 369.89 0.00 24.43 9 Sup - - 414.14 0.00 169.19 0.00 21.60 10 Inf - - 468.14 0.00 505.09 0.00 21.60 10 Cri 4.3 2.0 441.14 18.75 389.87 0.00 25.35 10 Sup - - 414.14 0.00 194.99 0.00 21.60 11 Inf - - 468.14 0.00 8.06 0.00 21.60 11 Cri 4.3 2.0 441.14 18.75 19.78 0.00 21.60 11 Sup - - 414.14 0.00 12.90 0.00 21.60 12 Inf - - 468.14 0.00 8.06 0.00 21.60 12 Cri 4.3 2.0 441.14 18.75 19.78 0.00 21.60 12 Sup - - 414.14 0.00 12.90 0.00 21.60




Parede 2 OBRA: Edif¡cio de Habit‡ao PILAR: Parede 2 - Caixa de Escadas





Parede 2 b OBRA: Edif¡cio de Habit‡ao PILAR: Parede 2 - Caixa de Escadas





Parede 2 b 4 Sup - - 3800.19 76.55 0.00 0.00 19.20 5 Inf - - 3613.68 190.32 0.00 0.00 19.20 5 Cri 2.0 4.3 3589.68 167.16 152.56 0.00 30.78 5 Sup - - 3565.68 47.06 0.00 0.00 19.20 6 Inf - - 3613.68 190.32 0.00 0.00 19.20 6 Cri 2.0 4.3 3589.68 167.16 152.56 0.00 30.78 6 Sup - - 3565.68 47.06 0.00 0.00 19.20 7 Inf - - 3613.68 276.47 0.00 0.00 19.20 7 Cri 2.0 4.3 3589.68 248.35 152.56 0.65 38.40 7 Sup - - 3565.68 26.67 0.00 0.00 19.20 8 Inf - - 3613.68 104.17 0.00 0.00 19.20 8 Cri 2.0 4.3 3589.68 120.11 152.56 0.00 30.72 8 Sup - - 3565.68 120.79 0.00 0.00 19.20 9 Inf - - 2554.34 126.88 0.00 0.00 19.20 9 Cri 2.0 4.3 2530.34 114.19 107.54 0.00 24.68 9 Sup - - 2506.34 31.37 0.00 0.00 19.20 10 Inf - - 2554.34 126.88 0.00 0.00 19.20 10 Cri 2.0 4.3 2530.34 114.19 107.54 0.00 24.68 10 Sup - - 2506.34 31.37 0.00 0.00 19.20 11 Inf - - 2554.34 150.91 0.00 0.00 19.20 11 Cri 2.0 4.3 2530.34 271.78 107.54 0.00 25.06 11 Sup - - 2506.34 268.02 0.00 0.00 19.20 12 Inf - - 2554.34 404.67 0.00 0.00 19.20 12 Cri 2.0 4.3 2530.34 375.52 107.54 0.00 25.41 12 Sup - - 2506.34 205.28 0.00 0.00 19.20



Parede 2 b 12 Inf - - 2338.42 205.28 0.00 0.00 19.20 12 Cri 2.0 6.0 2306.42 3432.42 138.38 46.61 38.40 12 Sup - - 2274.42 5506.96 0.00 72.73 38.40





Parede 2 b 3 Sup - - 2796.81 1504.76 0.00 0.00 22.20 4 Inf - - 2844.81 1044.63 0.00 0.00 19.20 4 Cri 2.0 4.3 2820.81 1491.96 119.88 0.00 33.69 4 Sup - - 2796.81 1696.15 0.00 0.00 24.00 5 Inf - - 2685.47 746.11 0.00 0.00 19.20 5 Cri 2.0 4.3 2661.47 1311.95 113.11 0.00 31.87 5 Sup - - 2637.47 1600.46 0.00 0.00 23.11 6 Inf - - 2685.47 746.11 0.00 0.00 19.20 6 Cri 2.0 4.3 2661.47 1311.95 113.11 0.00 31.87 6 Sup - - 2637.47 1600.46 0.00 0.00 23.11 7 Inf - - 2685.47 0.18 0.00 0.00 19.20 7 Cri 2.0 4.3 2661.47 869.89 113.11 0.00 28.54 7 Sup - - 2637.47 1361.23 0.00 0.00 20.78 8 Inf - - 2685.47 1492.41 0.00 0.00 22.04 8 Cri 2.0 4.3 2661.47 1754.01 113.11 0.00 35.81 8 Sup - - 2637.47 1839.69 0.00 0.00 25.64 9 Inf - - 1898.91 497.41 0.00 0.00 19.20 9 Cri 2.0 4.3 1874.91 876.64 79.68 0.00 26.33 9 Sup - - 1850.91 1066.97 0.00 0.00 19.20 10 Inf - - 1898.91 497.41 0.00 0.00 19.20 10 Cri 2.0 4.3 1874.91 876.64 79.68 0.00 26.33 10 Sup - - 1850.91 1066.97 0.00 0.00 19.20 11 Inf - - 1898.91 3209.02 0.00 18.65 38.40 11 Cri 2.0 4.3 1874.91 2830.88 79.68 20.07 38.40 11 Sup - - 1850.91 2169.91 0.00 0.00 37.27 12 Inf - - 1898.91 2214.20 0.00 0.00 37.34 12 Cri 2.0 4.3 1874.91 1380.41 79.68 0.00 32.26 12 Sup - - 1850.91 35.97 0.00 0.00 19.20



Parede 2 b 11 Inf - - 1687.15 2169.91 0.00 0.00 38.40 11 Cri 2.0 4.3 1663.15 1856.80 70.68 0.14 38.40 11 Sup - - 1639.15 1303.97 0.00 0.00 22.41 12 Inf - - 1687.15 35.97 0.00 0.00 19.20 12 Cri 2.0 4.3 1663.15 97.67 70.68 0.00 19.53 12 Sup - - 1639.15 131.32 0.00 0.00 19.20





Parede 2 b 2 Sup - - 1840.75 336.75 0.00 0.00 19.20 3 Inf - - 1888.75 665.24 0.00 0.00 19.20 3 Cri 2.0 4.3 1864.75 610.39 79.25 0.00 23.63 3 Sup - - 1840.75 434.87 0.00 0.00 19.20 4 Inf - - 1888.75 537.18 0.00 0.00 19.20 4 Cri 2.0 4.3 1864.75 455.06 79.25 0.00 22.43 4 Sup - - 1840.75 238.63 0.00 0.00 19.20 5 Inf - - 1785.79 601.21 0.00 0.00 19.20 5 Cri 2.0 4.3 1761.79 530.66 74.88 0.00 22.58 5 Sup - - 1737.79 336.75 0.00 0.00 19.20 6 Inf - - 1785.79 601.21 0.00 0.00 19.20 6 Cri 2.0 4.3 1761.79 530.66 74.88 0.00 22.58 6 Sup - - 1737.79 336.75 0.00 0.00 19.20 7 Inf - - 1785.79 761.28 0.00 0.00 19.20 7 Cri 2.0 4.3 1761.79 724.82 74.88 0.00 24.46 7 Sup - - 1737.79 582.05 0.00 0.00 19.20 8 Inf - - 1785.79 441.14 0.00 0.00 19.20 8 Cri 2.0 4.3 1761.79 336.50 74.88 0.00 21.17 8 Sup - - 1737.79 91.45 0.00 0.00 19.20 9 Inf - - 1263.65 400.81 0.00 0.00 19.20 9 Cri 2.0 4.3 1239.65 355.08 52.68 0.00 19.20 9 Sup - - 1215.65 224.50 0.00 0.00 19.20 10 Inf - - 1263.65 400.81 0.00 0.00 19.20 10 Cri 2.0 4.3 1239.65 355.08 52.68 0.00 19.20 10 Sup - - 1215.65 224.50 0.00 0.00 19.20 11 Inf - - 1263.65 252.56 0.00 0.00 19.20 11 Cri 2.0 4.3 1239.65 547.68 52.68 0.00 21.60 11 Sup - - 1215.65 703.12 0.00 0.00 19.20 12 Inf - - 1263.65 1054.17 0.00 0.00 21.10 12 Cri 2.0 4.3 1239.65 1137.73 52.68 0.00 32.05 12 Sup - - 1215.65 1152.11 0.00 0.00 24.40



Parede 2 b 10 Inf - - 1051.89 224.50 0.00 0.00 19.20 10 Cri 2.0 4.3 1027.89 204.52 43.69 0.00 19.20 10 Sup - - 1003.89 123.15 0.00 0.00 19.20 11 Inf - - 1051.89 703.11 0.00 0.00 19.20 11 Cri 2.0 4.3 1027.89 894.75 43.69 0.00 29.32 11 Sup - - 1003.89 988.25 0.00 0.00 24.16 12 Inf - - 1051.89 1152.11 0.00 0.00 28.52 12 Cri 2.0 4.3 1027.89 1222.14 43.69 0.00 38.14 12 Sup - - 1003.89 1234.56 0.00 0.00 33.58





Parede 2 b 1 Sup - - 884.69 40.97 0.00 0.00 19.20 2 Inf - - 932.69 95.52 0.00 0.00 19.20 2 Cri 2.0 4.3 908.69 91.88 38.62 0.00 19.20 2 Sup - - 884.69 40.97 0.00 0.00 19.20 3 Inf - - 932.69 202.60 0.00 0.00 19.20 3 Cri 2.0 4.3 908.69 187.71 38.62 0.00 19.20 3 Sup - - 884.69 119.93 0.00 0.00 19.20 4 Inf - - 932.69 11.56 0.00 0.00 19.20 4 Cri 2.0 4.3 908.69 45.59 38.62 0.00 19.20 4 Sup - - 884.69 37.98 0.00 0.00 19.20 5 Inf - - 886.10 95.52 0.00 0.00 19.20 5 Cri 2.0 4.3 862.10 90.94 36.64 0.00 19.20 5 Sup - - 838.10 40.97 0.00 0.00 19.20 6 Inf - - 886.10 95.52 0.00 0.00 19.20 6 Cri 2.0 4.3 862.10 90.94 36.64 0.00 19.20 6 Sup - - 838.10 40.97 0.00 0.00 19.20 7 Inf - - 886.10 363.23 0.00 0.00 19.20 7 Cri 2.0 4.3 862.10 330.52 36.64 0.00 19.20 7 Sup - - 838.10 238.36 0.00 0.00 19.20 8 Inf - - 886.10 172.18 0.00 0.00 19.20 8 Cri 2.0 4.3 862.10 183.12 36.64 0.00 19.20 8 Sup - - 838.10 156.42 0.00 0.00 19.20 9 Inf - - 628.38 63.68 0.00 0.00 19.20 9 Cri 2.0 4.3 604.38 61.22 25.69 0.00 19.20 9 Sup - - 580.38 27.31 0.00 0.00 19.20 10 Inf - - 628.38 63.68 0.00 0.00 19.20 10 Cri 2.0 4.3 604.38 61.22 25.69 0.00 19.20 10 Sup - - 580.38 27.31 0.00 0.00 19.20 11 Inf - - 628.38 1063.69 0.00 2.55 38.40 11 Cri 2.0 4.3 604.38 990.99 25.69 2.40 38.40 11 Sup - - 580.38 851.72 0.00 0.05 38.40 12 Inf - - 628.38 1191.06 0.00 4.76 38.40 12 Cri 2.0 4.3 604.38 1089.26 25.69 4.10 38.40 12 Sup - - 580.38 906.35 0.00 0.97 38.40



Parede 2 b 9 Inf - - 416.63 27.32 0.00 0.00 19.20 9 Cri 2.0 4.3 392.63 24.40 16.69 0.00 19.20 9 Sup - - 368.63 0.39 0.00 0.00 19.20 10 Inf - - 416.63 27.32 0.00 0.00 19.20 10 Cri 2.0 4.3 392.63 24.40 16.69 0.00 19.20 10 Sup - - 368.63 0.39 0.00 0.00 19.20 11 Inf - - 416.63 851.72 0.00 3.85 38.40 11 Cri 2.0 4.3 392.63 629.40 16.69 0.94 38.40 11 Sup - - 368.63 276.28 0.00 0.00 19.20 12 Inf - - 416.63 906.35 0.00 4.77 38.40 12 Cri 2.0 4.3 392.63 662.49 16.69 1.49 38.40 12 Sup - - 368.63 277.06 0.00 0.00 19.20




Parede 4 b OBRA: Edif¡cio de Habita‡ao PILAR: Parede 4 - Caixa de Escadas





Parede 4 b 4 Sup - - 6623.90 788.03 133.84 0.01 36.88 5 Inf - - 6277.23 333.89 115.66 0.00 33.66 5 Cri 2.0 2.0 6253.98 385.72 171.34 3.34 37.20 5 Sup - - 6230.73 651.60 111.93 0.00 33.89 6 Inf - - 6277.23 333.89 120.28 0.00 33.96 6 Cri 2.0 2.0 6253.98 385.72 173.19 4.17 37.20 6 Sup - - 6230.73 651.60 115.67 0.00 34.13 7 Inf - - 6716.24 416.96 111.20 0.00 35.04 7 Cri 2.0 2.0 6692.99 361.45 178.34 15.14 37.20 7 Sup - - 6669.74 568.98 108.97 0.02 35.04 8 Inf - - 5838.22 250.81 111.20 0.00 31.74 8 Cri 2.0 2.0 5814.97 456.51 160.78 0.00 35.61 8 Sup - - 5791.72 734.23 108.97 0.00 32.47 9 Inf - - 4249.60 227.04 64.52 0.00 22.89 9 Cri 2.0 2.0 4226.35 249.10 110.33 0.00 26.82 9 Sup - - 4203.10 411.43 63.38 0.00 23.14 10 Inf - - 4249.60 227.04 83.57 0.00 24.45 10 Cri 2.0 2.0 4226.35 249.10 117.96 0.00 27.54 10 Sup - - 4203.10 411.43 79.45 0.00 24.40 11 Inf - - 2682.43 104.36 74.05 0.00 19.27 11 Cri 2.0 2.0 2659.18 522.93 82.80 0.00 21.93 11 Sup - - 2635.93 713.33 71.41 0.00 21.66 12 Inf - - 5816.76 558.43 74.05 0.00 29.92 12 Cri 2.0 2.0 5793.51 407.12 145.49 0.00 34.31 12 Sup - - 5770.26 109.53 71.41 0.00 28.65



Parede 4 b 12 Inf - - 5434.93 314.36 58.20 0.00 26.91 12 Cri 2.0 2.0 5403.93 2636.37 131.64 22.14 37.20 12 Sup - - 5372.93 4004.24 58.90 42.16 37.20





Parede 4 b 3 Sup - - 4743.18 2353.05 123.08 2.72 37.20 4 Inf - - 4496.91 929.08 111.67 0.00 29.63 4 Cri 2.0 2.0 4473.66 1914.76 138.70 0.00 36.79 4 Sup - - 4450.41 2422.75 123.08 3.65 37.20 5 Inf - - 4291.96 594.72 89.80 0.00 26.09 5 Cri 2.0 2.0 4268.71 1717.87 125.88 0.00 34.49 5 Sup - - 4245.46 2324.35 101.27 0.00 35.53 6 Inf - - 4291.96 594.72 117.51 0.00 28.47 6 Cri 2.0 2.0 4268.71 1717.87 136.16 0.00 35.25 6 Sup - - 4245.46 2324.35 126.96 1.80 37.20 7 Inf - - 4657.92 171.85 95.52 0.00 26.62 7 Cri 2.0 2.0 4634.67 1366.28 134.36 0.00 33.63 7 Sup - - 4611.42 2237.22 104.16 0.00 35.61 8 Inf - - 3926.00 1361.28 95.52 0.00 29.67 8 Cri 2.0 2.0 3902.75 2069.46 119.72 0.00 35.87 8 Sup - - 3879.50 2411.48 104.16 0.00 36.35 9 Inf - - 2922.73 390.31 11.65 0.00 18.60 9 Cri 2.0 2.0 2899.48 1135.38 67.06 0.00 24.56 9 Sup - - 2876.23 1535.44 22.67 0.00 23.52 10 Inf - - 2922.73 390.31 123.00 0.00 27.10 10 Cri 2.0 2.0 2899.48 1135.38 108.19 0.00 29.01 10 Sup - - 2876.23 1535.44 125.50 0.00 34.43 11 Inf - - 1595.97 3105.42 67.32 32.37 37.20 11 Cri 2.0 2.0 1572.72 2753.07 61.09 23.00 37.20 11 Sup - - 1549.47 2145.92 74.09 11.45 37.20 12 Inf - - 4249.49 2324.79 67.32 0.00 33.04 12 Cri 2.0 2.0 4226.24 1109.41 114.16 0.00 30.08 12 Sup - - 4202.99 924.97 74.09 0.00 26.20



Parede 4 b 11 Inf - - 1426.03 2363.45 76.72 19.32 37.20 11 Cri 2.0 2.0 1402.78 1557.36 58.95 0.00 37.20 11 Sup - - 1379.53 278.09 77.24 0.00 24.53 12 Inf - - 3583.75 394.60 76.72 0.00 22.34 12 Cri 2.0 2.0 3560.50 1119.85 102.10 0.00 28.16 12 Sup - - 3537.25 2010.80 77.24 0.01 31.36





Parede 4 b 2 Sup - - 2799.41 787.40 130.05 0.00 30.13 3 Inf - - 2908.66 678.71 122.14 0.00 28.12 3 Cri 2.0 2.0 2885.41 872.57 107.13 0.00 27.09 3 Sup - - 2862.16 905.63 123.55 0.00 29.63 4 Inf - - 2783.16 648.32 122.14 0.00 28.20 4 Cri 2.0 2.0 2759.91 716.03 104.62 0.00 25.95 4 Sup - - 2736.66 669.17 123.55 0.00 28.64 5 Inf - - 2622.15 652.45 96.74 0.00 24.59 5 Cri 2.0 2.0 2598.90 757.26 91.22 0.00 24.48 5 Sup - - 2575.65 740.50 98.11 0.00 25.39 6 Inf - - 2622.15 652.45 129.32 0.00 29.91 6 Cri 2.0 2.0 2598.90 757.26 104.22 0.00 26.38 6 Sup - - 2575.65 740.50 130.61 0.00 30.80 7 Inf - - 2779.03 690.45 108.51 0.00 26.35 7 Cri 2.0 2.0 2755.78 952.94 98.93 0.00 26.71 7 Sup - - 2732.53 1036.07 109.55 0.00 28.78 8 Inf - - 2465.28 614.46 108.51 0.00 26.57 8 Cri 2.0 2.0 2442.03 595.49 92.66 0.00 23.87 8 Sup - - 2418.78 444.93 109.55 0.00 26.05 9 Inf - - 1791.38 432.51 13.57 0.00 18.60 9 Cri 2.0 2.0 1768.13 498.31 41.17 0.00 18.60 9 Sup - - 1744.88 483.25 14.51 0.00 18.60 10 Inf - - 1791.38 432.51 133.09 0.01 37.20 10 Cri 2.0 2.0 1768.13 498.31 88.91 0.00 25.40 10 Sup - - 1744.88 483.25 133.88 0.01 37.20 11 Inf - - 1188.99 106.71 73.33 0.00 25.30 11 Cri 2.0 2.0 1165.74 432.53 52.99 0.00 20.75 11 Sup - - 1142.49 610.89 74.20 0.00 31.71 12 Inf - - 2393.77 971.73 73.33 0.00 24.20 12 Cri 2.0 2.0 2370.52 1382.53 77.09 0.00 28.54 12 Sup - - 2347.27 1577.39 74.20 0.00 30.02



Parede 4 b 10 Inf - - 1463.43 235.70 129.50 3.47 37.20 10 Cri 2.0 2.0 1440.18 326.44 81.15 0.00 25.37 10 Sup - - 1416.93 338.92 130.88 5.46 37.20 11 Inf - - 1051.79 325.96 72.88 0.00 30.19 11 Cri 2.0 2.0 1028.54 638.22 49.97 0.00 25.77 11 Sup - - 1005.29 812.12 73.51 0.00 37.20 12 Inf - - 1875.07 797.36 72.88 0.00 24.02 12 Cri 2.0 2.0 1851.82 1249.95 66.44 0.01 28.36 12 Sup - - 1828.57 1489.96 73.51 0.00 32.85





Parede 4 b 1 Sup - - 1251.79 312.85 112.53 2.67 37.20 2 Inf - - 1298.29 44.03 125.20 5.49 37.20 2 Cri 2.0 2.0 1275.04 230.82 75.58 0.00 25.25 2 Sup - - 1251.79 312.85 122.71 6.28 37.20 3 Inf - - 1313.25 114.57 120.24 3.39 37.20 3 Cri 2.0 2.0 1290.00 306.27 73.89 0.00 24.90 3 Sup - - 1266.75 391.07 117.62 4.43 37.20 4 Inf - - 1283.33 26.51 120.24 4.03 37.20 4 Cri 2.0 2.0 1260.08 155.38 73.30 0.00 24.17 4 Sup - - 1236.83 234.63 117.62 4.59 37.20 5 Inf - - 1202.35 55.99 98.63 0.00 37.20 5 Cri 2.0 2.0 1179.10 218.72 63.03 0.00 21.83 5 Sup - - 1155.85 287.90 95.55 0.00 37.20 6 Inf - - 1202.35 55.99 123.47 7.17 37.20 6 Cri 2.0 2.0 1179.10 218.72 72.97 0.00 25.96 6 Sup - - 1155.85 287.90 121.02 7.89 37.20 7 Inf - - 1239.74 232.34 108.03 1.14 37.20 7 Cri 2.0 2.0 1216.49 407.34 67.54 0.00 24.74 7 Sup - - 1193.24 483.45 105.22 2.30 37.20 8 Inf - - 1164.95 120.36 108.03 2.72 37.20 8 Cri 2.0 2.0 1141.70 70.98 66.05 0.00 22.86 8 Sup - - 1118.45 92.35 105.22 2.91 37.20 9 Inf - - 826.75 39.98 25.71 0.00 18.60 9 Cri 2.0 2.0 803.50 143.90 26.36 0.00 18.60 9 Sup - - 780.25 186.39 22.67 0.00 18.60 10 Inf - - 826.75 39.98 118.27 14.52 37.20 10 Cri 2.0 2.0 803.50 143.90 63.38 0.00 33.01 10 Sup - - 780.25 186.39 117.56 15.56 37.20 11 Inf - - 669.05 711.18 71.99 5.40 37.20 11 Cri 2.0 2.0 645.80 685.73 41.71 0.00 36.36 11 Sup - - 622.55 615.27 70.11 5.35 37.20 12 Inf - - 984.44 791.15 71.99 0.00 37.20 12 Cri 2.0 2.0 961.19 928.51 48.02 0.00 33.61 12 Sup - - 937.94 988.05 70.11 1.43 37.20



Parede 4 b 9 Inf - - 511.56 16.81 37.32 0.00 26.56 9 Cri 2.0 2.0 488.31 97.49 28.46 0.00 19.23 9 Sup - - 465.06 157.40 46.73 1.08 37.20 10 Inf - - 511.56 16.81 127.36 25.39 37.20 10 Cri 2.0 2.0 488.31 97.49 66.49 6.16 37.20 10 Sup - - 465.06 157.40 141.80 31.70 37.20 11 Inf - - 421.26 611.78 82.34 13.85 37.20 11 Cri 2.0 2.0 398.01 427.28 45.67 3.02 37.20 11 Sup - - 374.76 130.62 94.27 17.66 37.20 12 Inf - - 601.86 578.17 82.34 9.38 37.20 12 Cri 2.0 2.0 578.61 536.65 49.28 0.19 37.20 12 Sup - - 555.36 445.43 94.27 13.85 37.20




Muro de Suporte 1 FEUP - SCC MGE-6A - ms1 - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao Muro de Suporte 1 Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 4.00 m Seccao:1.00 x .30 m2 (d= .27 m) Zeros: .00 .00 3.37 3.37 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 29.83 .11 .012 24.3 4.00 -44.10 .036 3.89 3.89 -86.27 .32 .034 24.3 1.91M 36.10 .030 3.17 3.17 Amin= 3.24 cm2 Asw/s(min)= .080 cm .................................................................. Barra 2 l= 3.00 m Seccao:1.00 x .30 m2 (d= .27 m) Zeros: .90 .90 1.50 1.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -44.10 .036 3.89 3.89 75.33 .28 .030 24.3 3.00 -122.88 .101 11.24 11.24 -147.20 .55 .058 24.3 1.20M 3.10 .003 .27 .26 Amin= 3.24 cm2 Asw/s(min)= .080 cm .................................................................. Barra 3 l= 3.50 m Seccao:1.00 x .30 m2 (d= .27 m) Zeros: .63 .63 3.50 3.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -122.88 .101 11.24 11.24 225.12 .83 .080 13.5 3.50 .00 .000 .00 .00 -181.23 .67 .072 24.3 2.10M 123.73 .102 11.33 11.32 Amin= 3.24 cm2 Asw/s(min)= .080 cm .................................................................. B

Muro de Suporte 2a) FEUP - SCC MGE-6A - ms2a) - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao Muro de Suporte 2 - parte a) Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 3.00 m Seccao:1.00 x .30 m2 (d= .27 m) Zeros: .00 .00 .84 .84 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 2.88 .01 .001 24.3 3.00 -63.94 .053 5.69 5.69 -64.85 .24 .026 24.3 .46M .77 .001 .07 .07 Amin= 3.24 cm2 Asw/s(min)= .080 cm .................................................................. Barra 2 l= 3.50 m Seccao:1.00 x .30 m2 (d= .27 m) Zeros: .61 .61 3.50 3.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -63.94 .053 5.69 5.69 117.97 .44 .047 24.3 3.50 .00 .000 .00 .00 -107.78 .40 .043 24.3 2.12M 71.47 .059 6.38 6.39 Amin= 3.24 cm2 Asw/s(min)= .080 cm .................................................................. B

Muro de Suporte 2 b) FEUP - SCC MGE-6A - ms2b) - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao Muro de Suporte 2 - parte b) Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 3.00 m Seccao:1.00 x .30 m2 (d= .27 m) Zeros: .00 .00 2.51 2.51 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 17.65 .07 .007 24.3 3.00 -19.62 .016 1.71 1.70 -50.08 .19 .020 24.3 1.42M 15.65 .013 1.36 1.35 Amin= 3.24 cm2 Asw/s(min)= .080 cm .................................................................. Barra 2 l= 3.00 m Seccao:1.00 x .30 m2 (d= .27 m) Zeros: .48 .48 1.62 1.62 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -19.62 .016 1.71 1.70 51.72 .19 .020 24.3 3.00 -111.19 .091 10.11 10.11 -132.11 .49 .052 24.3 1.06M 9.08 .007 .78 .78 Amin= 3.24 cm2 Asw/s(min)= .080 cm .................................................................. Barra 3 l= 3.50 m Seccao:1.00 x .30 m2 (d= .27 m) Zeros: .65 .65 3.50 3.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -111.19 .091 10.11 10.11 199.20 .74 .079 24.3 3.50 .00 .000 .00 .00 -162.00 .60 .064 24.3 2.11M 109.45 .090 9.95 9.95 Amin= 3.24 cm2 Asw/s(min)= .080 cm .................................................................. B

Pórtico B FEUP - SCC MGE-6A - eb - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico B Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 6.25 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 1.70 1.70 3.74 5.96 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 371.78 .009 2.94 2.94 153.31 .17 .006 30.0 " -202.99 .005 1.60 1.60 6.25 -562.87 .013 4.47 4.47 -322.66 .36 .012 30.0 1.28M 245.55 .006 1.94 1.94 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 2 l= 7.07 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 1.51 2.52 4.55 6.03 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 4.82 .000 .04 .04 383.54 .43 .014 30.0 " -558.34 .013 4.44 4.43 7.07 104.67 .002 .82 .82 -340.10 .38 .012 30.0 " -504.76 .012 4.01 4.01 3.83M 212.92 .005 1.68 1.68 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 3 l= 6.25 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .39 2.97 3.45 4.45 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 397.95 .009 3.15 3.15 250.01 .28 .009 30.0 " -566.64 .013 4.50 4.50 6.25 214.45 .005 1.69 1.69 -296.23 .33 .011 30.0 " -672.01 .015 5.35 5.35 6.25M 214.45 .005 1.69 1.69 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. D FEUP - SCC MGE-6A - eb - 02 Barra 4 l= 7.07 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: .34 2.88 4.82 6.96 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -968.02 .022 7.75 7.74 499.00 .56 .018 30.0 7.07 575.00 .013 4.57 4.57 -252.74 .29 .009 30.0 " -427.00 .010 3.38 3.38

Pórtico B 5.35M 362.15 .008 2.87 2.87 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 5 l= 6.25 m Seccao: .30 x4.00 m2 (d=3.95 m) Zeros: 3.95 3.95 1.68 2.58 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 629.05 .008 3.72 3.72 250.22 .21 .007 30.0 " -681.95 .009 4.03 4.03 6.25 113.73 .001 .67 .67 -439.19 .37 .012 30.0 " -1347.75 .017 8.03 8.02 1.55m -122.33 .002 .72 .72 Amin= 14.22 cm2 Asw/s(min)= .024 cm .................................................................. Barra 6 l= 7.07 m Seccao: .30 x4.00 m2 (d=3.95 m) Zeros: .82 3.44 4.89 4.89 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -1667.62 .021 9.96 9.95 617.17 .52 .017 30.0 7.07 1055.99 .014 6.27 6.27 -231.73 .20 .006 30.0 " -375.03 .005 2.21 2.21 6.81M 586.95 .008 3.47 3.47 Amin= 14.22 cm2 Asw/s(min)= .024 cm .................................................................. Barra 7 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9 Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. Barra 8 l= 6.85 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.22 1.96 5.41 6.10 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -525.95 .109 62.21 62.25 415.38 .30 .211 18.9 6.85 -347.77 .072 40.23 40.24 -363.82 .26 .185 18.9 3.63M 237.98 .049 27.19 27.13 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. D FEUP - SCC MGE-6A - eb - 03 Barra 9 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: 1.06 1.62 4.58 5.16 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -289.68 .078 33.62 33.64 270.49 .26 .137 18.9 6.25 -306.76 .083 35.70 35.73 -275.89 .26 .140 18.9 3.11M 131.31 .035 14.89 14.82 Amin= 12.69 cm2 Asw/s(min)= .403 cm .................................................................. Barra 10 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.39 1.76 6.01 6.41 m

Pórtico B X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -557.42 .116 66.23 66.23 440.45 .32 .224 18.9 7.07 -278.28 .058 31.94 31.91 -361.76 .26 .184 18.9 3.90M 301.08 .062 34.64 34.62 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 11 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9 Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. Barra 12 l= 6.85 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.15 1.62 5.33 5.95 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -450.06 .093 52.70 52.76 398.25 .29 .202 18.9 6.85 -387.04 .080 44.97 45.01 -379.59 .28 .193 18.9 3.52M 251.80 .052 28.81 28.76 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 13 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: .96 1.69 4.53 5.24 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -291.58 .079 33.85 33.87 271.41 .26 .138 18.9 6.25 -304.68 .082 35.45 35.47 -275.61 .26 .140 18.9 3.08M 132.38 .036 15.01 14.95 Amin= 12.69 cm2 Asw/s(min)= .403 cm .................................................................. D FEUP - SCC MGE-6A - eb - 04 Barra 14 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.32 1.77 5.86 6.34 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -539.07 .112 63.88 63.90 432.99 .31 .220 18.9 7.07 -314.42 .065 36.23 36.22 -369.67 .27 .188 18.9 3.83M 290.57 .060 33.39 33.37 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 15 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9 Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. Barra 16 l= 6.85 m

Pórtico B Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.07 1.72 5.25 6.05 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -461.15 .096 54.08 54.13 400.62 .29 .203 18.9 6.85 -389.76 .081 45.30 45.33 -379.55 .28 .193 18.9 3.55M 249.10 .052 28.50 28.44 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 17 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: .84 1.77 4.45 5.38 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -296.02 .080 34.39 34.42 272.84 .26 .139 18.9 6.25 -307.17 .083 35.74 35.78 -276.38 .26 .140 18.9 3.07M 132.34 .036 15.00 14.94 Amin= 12.69 cm2 Asw/s(min)= .403 cm .................................................................. Barra 18 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.23 1.81 5.80 6.41 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -539.20 .112 63.90 63.92 433.45 .32 .220 18.9 7.07 -317.32 .066 36.58 36.57 -371.05 .27 .188 18.9 3.84M 292.20 .061 33.59 33.56 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. D FEUP - SCC MGE-6A - eb - 05 Barra 19 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9 Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. Barra 20 l= 6.85 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .92 1.80 5.13 6.22 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -462.28 .096 54.22 54.27 401.09 .29 .204 18.9 6.85 -396.84 .082 46.17 46.20 -381.63 .28 .194 18.9 3.55M 249.65 .052 28.56 28.51 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 21 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: .61 1.90 4.33 5.63 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -302.81 .082 35.21 35.24 275.02 .26 .140 18.9 6.25 -309.04 .083 35.98 36.01 -276.98 .26 .141 18.9 3.06M 132.41 .036 15.01 14.95 Amin= 12.69 cm2 Asw/s(min)= .403 cm

Pórtico B .................................................................. Barra 22 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.09 1.90 5.70 6.54 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -539.89 .112 63.99 64.00 433.60 .32 .220 18.9 7.07 -324.37 .067 37.42 37.42 -373.17 .27 .190 18.9 3.84M 292.09 .061 33.58 33.55 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 23 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9 Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. D FEUP - SCC MGE-6A - eb - 06 Barra 24 l= 6.85 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .88 1.82 5.09 6.26 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -461.56 .096 54.13 54.18 400.82 .29 .204 18.9 6.85 -399.46 .083 46.49 46.52 -382.33 .28 .194 18.9 3.55M 249.39 .052 28.53 28.48 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 25 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: .55 1.94 4.30 5.70 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -304.94 .082 35.48 35.50 275.83 .26 .140 18.9 6.25 -308.56 .083 35.92 35.95 -276.96 .26 .141 18.9 3.17M 132.56 .036 15.03 14.97 Amin= 12.69 cm2 Asw/s(min)= .403 cm .................................................................. Barra 26 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.04 1.92 5.66 6.57 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -537.07 .111 63.63 63.65 432.91 .31 .220 18.9 7.07 -327.75 .068 37.83 37.83 -374.24 .27 .190 18.9 3.83M 292.26 .061 33.60 33.57 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 27 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9

Pórtico B Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. Barra 28 l= 6.85 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .89 1.81 5.10 6.23 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -459.66 .095 53.90 53.94 400.20 .29 .203 18.9 6.85 -399.94 .083 46.54 46.59 -382.42 .28 .194 18.9 3.54M 249.08 .052 28.49 28.44 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. D FEUP - SCC MGE-6A - eb - 07 Barra 29 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: .58 1.93 4.32 5.68 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -304.89 .082 35.47 35.49 275.74 .26 .140 18.9 6.25 -306.28 .083 35.64 35.67 -276.16 .26 .140 18.9 3.17M 132.60 .036 15.03 14.97 Amin= 12.69 cm2 Asw/s(min)= .403 cm .................................................................. Barra 30 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.05 1.90 5.67 6.54 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -533.17 .111 63.13 63.16 431.86 .31 .219 18.9 7.07 -329.72 .068 38.06 38.06 -374.82 .27 .190 18.9 3.82M 292.16 .061 33.59 33.56 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 31 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9 Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. Barra 32 l= 6.85 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .94 1.78 5.14 6.17 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -456.70 .095 53.53 53.57 399.47 .29 .203 18.9 6.85 -398.73 .083 46.40 46.43 -382.23 .28 .194 18.9 3.54M 249.46 .052 28.54 28.49 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 33 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: .66 1.89 4.35 5.60 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -304.49 .082 35.42 35.45 275.47 .26 .140 18.9 6.25 -304.70 .082 35.45 35.48 -275.51 .26 .140 18.9

Pórtico B 3.17M 132.14 .036 14.98 14.92 Amin= 12.69 cm2 Asw/s(min)= .403 cm .................................................................. D FEUP - SCC MGE-6A - eb - 08 Barra 34 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.08 1.87 5.70 6.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -528.95 .110 62.59 62.63 431.02 .31 .219 18.9 7.07 -328.77 .068 37.95 37.95 -374.86 .27 .190 18.9 3.81M 293.15 .061 33.71 33.68 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 35 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9 Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. Barra 36 l= 6.85 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.00 1.78 5.17 6.10 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -460.70 .096 54.02 54.08 399.68 .29 .203 18.9 6.85 -398.09 .083 46.32 46.36 -381.20 .28 .194 18.9 3.54M 246.22 .051 28.16 28.10 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 37 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: .74 1.83 4.43 5.53 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -302.09 .081 35.12 35.15 275.45 .26 .140 18.9 6.25 -299.01 .081 34.75 34.78 -274.44 .26 .139 18.9 3.17M 134.48 .036 15.25 15.19 Amin= 12.69 cm2 Asw/s(min)= .403 cm .................................................................. Barra 38 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.13 1.84 5.67 6.40 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -523.78 .109 61.94 61.97 428.15 .31 .217 18.9 7.07 -341.73 .071 39.50 39.50 -376.99 .27 .191 18.9 3.79M 287.43 .060 33.02 33.00 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. D FEUP - SCC MGE-6A - eb - 09

Pórtico B Barra 39 l= 2.20 m Seccao:5.46 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -228.03 .057 26.16 26.13 -207.30 .18 .105 18.9 Amin= 13.77 cm2 Asw/s(min)= .437 cm .................................................................. Barra 40 l= 6.85 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .96 1.46 5.25 5.99 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -373.04 .077 43.28 43.30 356.67 .26 .181 18.9 6.85 -368.98 .076 42.79 42.81 -354.84 .26 .180 18.9 3.46M 243.54 .050 27.84 27.79 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 41 l= 6.25 m Seccao:5.04 x .24 m2 (d= .21 m) Zeros: .83 1.85 4.33 5.31 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -298.34 .080 34.67 34.70 271.07 .26 .138 18.9 6.25 -320.54 .086 37.38 37.41 -278.15 .26 .141 18.9 3.05M 124.62 .034 14.11 14.05 Amin= 12.69 cm2 Asw/s(min)= .403 cm .................................................................. Barra 42 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.19 1.75 6.14 6.60 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -495.58 .103 58.38 58.42 406.26 .30 .206 18.9 7.07 -214.75 .045 24.47 24.40 -327.56 .24 .166 18.9 3.90M 305.29 .063 35.15 35.13 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 43 l= 6.25 m Seccao:3.21 x .24 m2 (d= .21 m) Zeros: .55 1.53 4.70 5.67 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -173.41 .073 20.08 20.08 184.10 .27 .094 18.9 6.25 -177.92 .075 20.62 20.62 -185.70 .28 .094 18.9 3.07M 118.29 .050 13.52 13.49 Amin= 8.10 cm2 Asw/s(min)= .257 cm .................................................................. D

Pórtico E FEUP - SCC MGE-6A - ee - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico E Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .02 .48 .90 1.45 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 36.54 .007 4.06 4.01 92.18 .07 .047 18.9 " -38.45 .008 4.27 4.22 1.52 41.05 .008 4.56 4.51 -97.22 .07 .049 18.9 " -50.63 .010 5.64 5.58 .77M 23.93 .005 2.65 2.62 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 2 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 1.56 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 41.05 .001 .32 .32 -97.21 .16 .004 30.0 " -50.63 .002 .40 .40 2.50 -504.29 .017 4.02 4.02 -308.66 .52 .011 30.0 .25M 42.54 .001 .33 .33 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 3 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.50 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -395.42 .014 3.14 3.14 316.33 .54 .011 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. D FEUP - SCC MGE-6A - ee - 02 Barra 4 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .30 .61 .86 .86 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 38.81 .008 4.31 4.26 152.12 .11 .077 18.9 " -82.62 .017 9.25 9.17 1.52 88.29 .018 9.90 9.82 -102.57 .07 .052 18.9 " -56.53 .011 6.30 6.24 1.39M 36.80 .007 4.09 4.04

Pórtico E Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 5 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .18 .82 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 88.29 .003 .69 .69 -102.55 .17 .004 30.0 " -56.53 .002 .44 .44 2.50 115.17 .004 .91 .91 -274.24 .46 .010 30.0 " -466.00 .016 3.71 3.71 1.47M 141.18 .005 1.11 1.11 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 6 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.50 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -395.42 .014 3.14 3.14 316.33 .54 .011 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 7 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .43 .59 1.23 1.23 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 4.05 .001 .45 .44 157.02 .11 .080 18.9 " -83.77 .017 9.38 9.31 1.52 94.60 .019 10.61 10.53 76.91 .05 .039 18.9 " -12.66 .003 1.40 1.38 1.47M 54.52 .011 6.08 6.02 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. D FEUP - SCC MGE-6A - ee - 03 Barra 8 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .94 1.55 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 94.60 .003 .74 .74 76.87 .13 .003 30.0 " -12.66 .000 .10 .10 2.50 133.49 .005 1.05 1.05 -235.30 .40 .009 30.0 " -293.37 .010 2.33 2.33 1.57M 154.83 .005 1.22 1.22 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 9 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.50 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -395.42 .014 3.14 3.14 316.34 .54 .011 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 10 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m

Pórtico E X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -281.78 .057 32.32 32.28 -256.16 .18 .130 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 11 l= 6.85 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: 1.27 2.55 5.51 6.31 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -735.54 .148 89.47 89.04 479.67 .34 .244 18.9 6.85 33.55 .007 3.72 3.68 -328.26 .23 .167 18.9 " -250.05 .050 28.58 28.53 4.12M 252.47 .051 28.87 28.81 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 12 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .64 1.25 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -158.32 .032 17.91 17.82 262.05 .18 .133 18.9 1.52 182.60 .037 20.72 20.63 185.05 .13 .094 18.9 " -121.36 .024 13.66 13.58 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. D FEUP - SCC MGE-6A - ee - 04 Barra 13 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .66 1.93 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 182.60 .006 1.44 1.44 184.34 .31 .007 30.0 " -121.36 .004 .96 .96 2.50 494.49 .017 3.94 3.94 -235.29 .40 .009 30.0 " -560.62 .019 4.48 4.47 1.12M 124.85 .004 .98 .98 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 14 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.50 2.50 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -347.26 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 15 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -281.78 .057 32.32 32.28 -256.16 .18 .130 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 16 l= 6.85 m

Pórtico E Seccao:6.75 x .24 m2 (d= .21 m) Zeros: 1.07 2.23 5.37 6.15 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -625.35 .126 74.83 74.76 455.83 .32 .232 18.9 6.85 3.40 .001 .37 .37 -351.07 .25 .178 18.9 " -286.22 .058 32.85 32.81 3.91M 266.89 .054 30.57 30.52 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 17 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .68 .90 .52 .52 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 113.19 .023 12.73 12.65 334.98 .24 .170 18.9 " -214.79 .043 24.45 24.39 1.52 237.33 .048 27.09 27.03 -280.35 .20 .142 18.9 " -255.63 .051 29.24 29.19 .87m -32.34 .007 3.59 3.55 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. D FEUP - SCC MGE-6A - ee - 05 Barra 18 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 1.79 1.79 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 237.33 .008 1.88 1.88 -280.20 .47 .010 30.0 " -255.63 .009 2.02 2.02 2.50 732.93 .025 5.88 5.87 -399.37 .68 .014 30.0 " -1105.10 .038 8.93 8.90 .58M 53.92 .002 .42 .42 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 19 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.49 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -347.25 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 20 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -281.78 .057 32.32 32.28 -256.16 .18 .130 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 21 l= 6.85 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .97 2.32 5.31 6.17 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -637.11 .128 76.36 76.27 458.12 .32 .233 18.9

Pórtico E 6.85 22.75 .005 2.52 2.49 -350.27 .25 .178 18.9 " -303.28 .061 34.87 34.85 3.93M 264.14 .053 30.24 30.19 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 22 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .65 1.06 .52 .52 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 137.04 .028 15.46 15.37 314.75 .22 .160 18.9 " -192.49 .039 21.86 21.78 1.52 228.79 .046 26.09 26.03 -325.71 .23 .165 18.9 " -300.95 .061 34.59 34.57 1.51M 8.33 .002 .92 .90 .27m -26.12 .005 2.89 2.86 Amin= 17.01 cm2 Asw/s(min)= .540 cm D FEUP - SCC MGE-6A - ee - 06 .................................................................. Barra 23 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .47 .47 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 228.80 .008 1.81 1.81 -325.60 .55 .012 30.0 " -300.95 .010 2.39 2.39 2.50 673.94 .023 5.40 5.39 -444.78 .75 .016 30.0 " -1263.92 .043 10.25 10.21 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 24 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.49 2.50 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -347.26 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 25 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -281.78 .057 32.32 32.28 -256.16 .18 .130 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 26 l= 6.85 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .90 2.31 5.26 6.16 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -628.36 .126 75.22 75.14 456.13 .32 .232 18.9 6.85 28.57 .006 3.17 3.13 -352.95 .25 .179 18.9 " -317.03 .064 36.51 36.49 3.92M 265.05 .053 30.35 30.30 Amin= 17.01 cm2 Asw/s(min)= .540 cm ..................................................................

Pórtico E Barra 27 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .63 .63 .23 .51 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 132.57 .027 14.95 14.86 279.71 .20 .142 18.9 " -167.38 .034 18.95 18.87 1.52 200.47 .040 22.79 22.71 -324.23 .23 .165 18.9 " -303.16 .061 34.86 34.83 .61m -28.84 .006 3.20 3.16 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. D FEUP - SCC MGE-6A - ee - 07 Barra 28 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 200.47 .007 1.58 1.58 -324.16 .55 .012 30.0 " -303.16 .010 2.40 2.40 2.50 558.11 .019 4.46 4.45 -443.34 .75 .016 30.0 " -1262.53 .043 10.23 10.19 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 29 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.49 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -347.25 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 30 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -281.78 .057 32.32 32.28 -256.16 .18 .130 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 31 l= 6.85 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .88 2.30 5.23 6.15 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -624.49 .126 74.71 74.64 455.09 .32 .231 18.9 6.85 30.15 .006 3.34 3.30 -354.12 .25 .180 18.9 " -323.22 .065 37.24 37.23 3.91M 264.88 .053 30.33 30.28 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 32 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .62 .62 .21 .48 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 107.76 .022 12.11 12.03 230.62 .16 .117 18.9 " -133.03 .027 15.00 14.91

Pórtico E 1.52 159.96 .032 18.10 18.01 -290.75 .21 .148 18.9 " -276.92 .056 31.75 31.71 .43m -26.94 .005 2.99 2.95 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. D FEUP - SCC MGE-6A - ee - 08 Barra 33 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 159.95 .006 1.26 1.26 -290.63 .49 .011 30.0 " -276.92 .010 2.19 2.19 2.50 394.75 .014 3.14 3.14 -409.81 .69 .015 30.0 " -1152.47 .040 9.32 9.29 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 34 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.49 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -347.26 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 35 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -281.78 .057 32.32 32.28 -256.16 .18 .130 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 36 l= 6.85 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .90 2.28 5.22 6.14 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -620.86 .125 74.24 74.17 454.11 .32 .231 18.9 6.85 27.72 .006 3.07 3.03 -354.93 .25 .180 18.9 " -324.67 .065 37.42 37.40 3.90M 264.66 .053 30.30 30.26 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 37 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .59 .59 .05 .41 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 68.53 .014 7.66 7.59 169.98 .12 .086 18.9 " -91.76 .018 10.29 10.21 1.52 108.75 .022 12.22 12.14 -234.21 .17 .119 18.9 " -229.93 .046 26.22 26.16 .33m -24.73 .005 2.74 2.70 Amin= 17.01 cm2 Asw/s(min)= .540 cm ..................................................................

Pórtico ED FEUP - SCC MGE-6A - ee - 09 Barra 38 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 108.75 .004 .86 .86 -233.92 .40 .008 30.0 " -229.93 .008 1.82 1.82 2.50 191.50 .007 1.51 1.51 -353.09 .60 .013 30.0 " -963.69 .033 7.77 7.75 1.94M 198.86 .007 1.57 1.57 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 39 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.49 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -347.25 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 40 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -281.78 .057 32.32 32.28 -256.16 .18 .130 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 41 l= 6.85 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .94 2.24 5.22 6.13 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -616.43 .124 73.66 73.61 453.01 .32 .230 18.9 6.85 21.71 .004 2.40 2.37 -355.59 .25 .181 18.9 " -321.97 .065 37.10 37.08 3.89M 264.81 .053 30.32 30.27 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 42 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .56 .56 .26 .26 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 26.33 .005 2.92 2.88 111.53 .08 .057 18.9 " -54.73 .011 6.10 6.04 1.52 56.64 .011 6.32 6.25 -170.09 .12 .086 18.9 " -174.35 .035 19.76 19.68 .31m -25.08 .005 2.78 2.74 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. D FEUP - SCC MGE-6A - ee - 10 Barra 43 l= 2.50 m

Pórtico E Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.37 2.37 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 56.64 .002 .44 .44 -168.18 .29 .006 30.0 " -174.35 .006 1.38 1.38 2.50 -743.76 .026 5.97 5.96 -324.71 .55 .012 30.0 .68M 67.80 .002 .53 .53 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 44 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.50 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -347.25 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 45 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -281.78 .057 32.32 32.28 -256.16 .18 .130 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 46 l= 6.85 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .98 2.25 5.22 6.13 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -624.94 .126 74.77 74.70 454.53 .32 .231 18.9 6.85 21.43 .004 2.37 2.34 -354.02 .25 .180 18.9 " -319.60 .064 36.81 36.79 3.90M 262.23 .053 30.01 29.97 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 47 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 16.17 .003 1.79 1.76 39.94 .03 .020 18.9 " -46.54 .009 5.18 5.12 1.52 18.37 .004 2.03 2.00 -111.15 .08 .056 18.9 " -126.26 .025 14.23 14.14 .79M 31.97 .006 3.55 3.50 .26m -28.52 .006 3.16 3.12 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. D FEUP - SCC MGE-6A - ee - 11 Barra 48 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .69 .69 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 18.37 .001 .14 .14 -117.85 .20 .004 30.0 " -126.26 .004 .99 .99

Pórtico E 2.50 -624.82 .021 5.00 4.99 -309.71 .52 .011 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 49 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.49 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -347.25 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 50 l= 2.20 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 18.9 2.20 -257.28 .052 29.43 29.38 -233.89 .16 .119 18.9 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 51 l= 6.85 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .98 2.02 5.23 6.82 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -524.94 .106 61.95 61.99 406.78 .29 .207 18.9 6.85 -311.37 .063 35.83 35.81 -330.77 .23 .168 18.9 3.83M 253.31 .051 28.97 28.91 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 52 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 1.55 .000 .17 .17 60.31 .04 .031 18.9 " -79.13 .016 8.86 8.78 1.52 9.92 .002 1.09 1.08 -75.83 .05 .039 18.9 " -89.35 .018 10.02 9.94 .87M 20.71 .004 2.29 2.26 .63m -69.12 .014 7.72 7.65 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. D FEUP - SCC MGE-6A - ee - 12 Barra 53 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .55 .55 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 9.92 .000 .08 .08 -75.83 .13 .003 30.0 " -89.35 .003 .70 .70 2.50 -510.67 .018 4.07 4.07 -274.39 .47 .010 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 54 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.49 2.49 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm)

Pórtico E 0.00 -347.25 .012 2.76 2.76 277.80 .47 .010 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 55 l= 1.52 m Seccao:6.75 x .24 m2 (d= .21 m) Zeros: .27 .27 .74 .86 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 62.03 .012 6.92 6.86 -72.74 .05 .037 18.9 " -7.79 .002 .86 .85 1.52 6.60 .001 .73 .72 -120.27 .08 .061 18.9 " -85.14 .017 9.54 9.46 Amin= 17.01 cm2 Asw/s(min)= .540 cm .................................................................. Barra 56 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .34 .34 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 6.60 .000 .05 .05 -120.10 .20 .004 30.0 " -85.14 .003 .67 .67 2.50 -518.71 .018 4.14 4.13 -241.81 .41 .009 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 57 l= 2.50 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 2.49 2.50 2.50 2.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -141.56 .005 1.12 1.12 113.25 .19 .004 30.0 2.50 .00 .000 .00 .00 .00 .00 .000 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. D

Pórtico H FEUP - SCC MGE-6A - eh - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico H Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 7.07 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 3.31 3.54 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2273.12 .052 18.51 18.42 799.13 .90 .024 25.0 7.07 1330.86 .031 10.71 10.68 271.19 .31 .010 30.0 6.89M 328.86 .008 2.60 2.60 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 2 l= 6.30 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 2.67 2.85 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2137.09 .049 17.38 17.29 827.42 .93 .024 25.0 6.30 2153.93 .049 17.52 17.43 534.81 .60 .019 30.0 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 3 l= 7.07 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 2.65 3.47 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2272.51 .052 18.51 18.41 811.76 .92 .024 25.0 7.07 1593.11 .037 12.86 12.82 349.80 .40 .013 30.0 5.21M 167.62 .004 1.32 1.32 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. Barra 4 l= 6.30 m Seccao: .30 x3.00 m2 (d=2.95 m) Zeros: 3.00 3.01 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2544.98 .058 20.80 20.66 916.67 1.04 .024 25.0 6.30 2308.30 .053 18.81 18.71 624.06 .71 .023 30.0 Amin= 10.62 cm2 Asw/s(min)= .024 cm .................................................................. E FEUP - SCC MGE-6A - eh - 02 Barra 5 l= 7.07 m Seccao: .30 x4.00 m2 (d=3.95 m) Zeros: 1.49 3.19 5.67 5.67 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2555.57 .033 15.38 15.33 912.48 .77 .024 30.0 7.07 2406.95 .031 14.46 14.42 519.80 .44 .014 30.0 " -202.03 .003 1.19 1.19

Pórtico H 3.58M 111.77 .001 .65 .65 Amin= 14.22 cm2 Asw/s(min)= .024 cm .................................................................. Barra 6 l= 6.30 m Seccao: .30 x4.00 m2 (d=3.95 m) Zeros: 3.33 4.16 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -4477.18 .057 27.31 27.12 1372.48 1.16 .031 25.0 6.30 3247.75 .042 19.64 19.56 1079.87 .91 .024 25.0 Amin= 14.22 cm2 Asw/s(min)= .024 cm Re= 2.42 m .................................................................. Barra 7 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .62 1.71 5.26 6.84 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -402.01 .083 46.80 46.84 387.40 .28 .197 18.9 7.07 -388.20 .080 45.12 45.15 -382.42 .28 .194 18.9 3.61M 296.79 .062 34.14 34.11 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 8 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: .99 2.16 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -454.96 .148 55.31 55.07 317.28 .36 .161 18.9 2.80 150.27 .049 17.16 17.12 122.45 .14 .062 18.9 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. Barra 9 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.78 3.18 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 150.27 .031 16.99 16.91 122.45 .09 .062 18.9 3.50 118.59 .025 13.35 13.27 -294.18 .21 .149 18.9 " -277.72 .058 31.87 31.84 1.02M 208.81 .043 23.78 23.71 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. E FEUP - SCC MGE-6A - eh - 03 Barra 10 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .98 2.35 5.35 6.56 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -653.55 .135 78.75 78.57 460.50 .33 .234 18.9 6.67 143.01 .030 16.15 16.07 -308.51 .22 .157 18.9 " -244.80 .051 27.99 27.94 4.08M 284.88 .059 32.72 32.69 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 11 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .45 1.83 5.06 6.94 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -409.93 .085 47.77 47.80 385.97 .28 .196 18.9

Pórtico H 7.07 -412.88 .086 48.13 48.17 -385.67 .28 .196 18.9 3.59M 283.72 .059 32.58 32.55 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 12 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: .46 2.15 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -416.22 .135 50.14 50.02 302.17 .34 .153 18.9 2.80 152.04 .049 17.37 17.34 122.31 .14 .062 18.9 2.51M 87.41 .028 9.87 9.81 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. Barra 13 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.45 2.98 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 152.05 .032 17.19 17.11 122.31 .09 .062 18.9 3.50 119.68 .025 13.48 13.39 -311.48 .23 .158 18.9 " -353.22 .073 40.88 40.90 1.89M 204.11 .042 23.23 23.16 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 14 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .49 2.36 4.97 6.01 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -555.26 .115 65.95 65.96 425.15 .31 .216 18.9 6.67 58.78 .012 6.56 6.50 -344.45 .25 .175 18.9 " -341.88 .071 39.52 39.52 3.76M 244.61 .051 27.97 27.91 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. E FEUP - SCC MGE-6A - eh - 04 Barra 15 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .27 1.81 4.96 6.92 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -386.05 .080 44.86 44.89 378.97 .28 .192 18.9 7.07 -443.21 .092 51.85 51.91 -393.10 .29 .200 18.9 3.53M 283.14 .059 32.51 32.48 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 16 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: .08 2.14 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -408.81 .133 49.16 49.06 290.13 .33 .147 18.9 2.80 151.32 .049 17.29 17.25 119.52 .14 .061 18.9 2.19M 92.90 .030 10.50 10.44 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. Barra 17 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.28 2.81 m

Pórtico H X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 151.32 .031 17.11 17.03 119.51 .09 .061 18.9 3.50 109.47 .023 12.31 12.23 -324.12 .24 .165 18.9 " -400.15 .083 46.57 46.61 1.84M 198.48 .041 22.57 22.50 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 18 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .22 2.32 4.88 5.94 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -534.83 .111 63.34 63.37 416.31 .30 .211 18.9 6.67 60.96 .013 6.81 6.74 -354.01 .26 .180 18.9 " -375.90 .078 43.62 43.65 3.68M 249.44 .052 28.54 28.49 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 19 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .22 1.79 4.93 6.88 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -380.13 .079 44.14 44.17 375.46 .27 .191 18.9 7.07 -452.65 .094 53.02 53.07 -396.12 .29 .201 18.9 3.50M 281.97 .058 32.37 32.35 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. E FEUP - SCC MGE-6A - eh - 05 Barra 20 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: 1.35 2.12 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 6.97 .002 .77 .76 282.73 .32 .144 18.9 " -397.11 .129 47.62 47.55 2.80 151.77 .049 17.34 17.30 115.43 .13 .059 18.9 2.08M 96.29 .031 10.89 10.83 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. Barra 21 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.22 2.70 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 151.77 .031 17.16 17.08 115.43 .08 .059 18.9 3.50 95.46 .020 10.71 10.64 -330.84 .24 .168 18.9 " -416.83 .086 48.61 48.65 1.78M 191.36 .040 21.75 21.67 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 22 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .06 2.28 4.77 5.74 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -508.59 .105 60.01 60.06 399.71 .29 .203 18.9 6.67 27.66 .006 3.07 3.03 -369.91 .27 .188 18.9 " -408.82 .085 47.63 47.67

Pórtico H 3.40M 238.51 .049 27.25 27.20 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 23 l= 1.30 m Seccao:5.60 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -86.95 .065 17.53 17.18 133.77 .20 .119 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 8.06 cm2 Asw/s(min)= .448 cm .................................................................. Barra 24 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .28 1.75 4.97 6.77 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -368.14 .076 42.69 42.70 373.51 .27 .190 18.9 7.07 -454.74 .094 53.28 53.34 -396.97 .29 .202 18.9 3.48M 281.47 .058 32.32 32.28 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. E FEUP - SCC MGE-6A - eh - 06 Barra 25 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: 1.33 2.08 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .44 .000 .05 .05 277.55 .32 .141 18.9 " -375.33 .122 44.78 44.76 2.80 151.73 .049 17.33 17.30 107.62 .12 .055 18.9 2.13M 94.75 .031 10.71 10.66 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. Barra 26 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.25 2.61 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 151.73 .031 17.16 17.07 107.62 .08 .055 18.9 3.50 68.00 .014 7.60 7.53 -334.51 .24 .170 18.9 " -408.42 .085 47.58 47.62 1.66M 177.81 .037 20.17 20.10 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 27 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .10 2.21 4.79 5.68 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -480.47 .100 56.49 56.53 394.89 .29 .201 18.9 6.67 4.93 .001 .54 .53 -373.31 .27 .190 18.9 " -401.73 .083 46.77 46.80 3.37M 241.04 .050 27.55 27.49 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 28 l= 1.30 m Seccao:5.60 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m

Pórtico H X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -86.95 .065 17.53 17.18 133.77 .20 .119 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 8.06 cm2 Asw/s(min)= .448 cm .................................................................. Barra 29 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .39 1.68 5.04 6.62 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -363.43 .075 42.12 42.14 372.32 .27 .189 18.9 7.07 -452.96 .094 53.07 53.11 -396.73 .29 .202 18.9 3.47M 282.05 .058 32.39 32.35 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. E FEUP - SCC MGE-6A - eh - 07 Barra 30 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: .21 2.03 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -348.62 .113 41.35 41.36 274.68 .31 .140 18.9 2.80 151.70 .049 17.33 17.29 98.00 .11 .050 18.9 2.31M 90.73 .029 10.25 10.19 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. Barra 31 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.34 2.55 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 151.70 .031 17.15 17.07 98.00 .07 .050 18.9 3.50 34.10 .007 3.79 3.74 -335.45 .24 .170 18.9 " -383.03 .079 44.49 44.52 .64M 174.91 .036 19.84 19.76 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 32 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .23 2.11 4.84 6.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -444.79 .092 52.05 52.11 390.50 .28 .198 18.9 6.67 -384.44 .080 44.66 44.69 -375.91 .27 .191 18.9 3.35M 241.15 .050 27.56 27.51 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 33 l= 1.30 m Seccao:5.60 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -86.95 .065 17.53 17.18 133.77 .20 .119 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 8.06 cm2 Asw/s(min)= .448 cm .................................................................. Barra 34 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .56 1.67 5.13 6.49 m

Pórtico H X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -375.88 .078 43.62 43.65 374.52 .27 .190 18.9 7.07 -444.69 .092 52.04 52.09 -393.28 .29 .200 18.9 3.49M 277.25 .057 31.82 31.78 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. E FEUP - SCC MGE-6A - eh - 08 Barra 35 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: .46 1.95 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -326.40 .106 38.53 38.55 272.12 .31 .138 18.9 2.80 152.38 .049 17.41 17.38 87.06 .10 .044 18.9 2.52M 88.03 .029 9.94 9.88 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. Barra 36 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.46 3.47 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 152.38 .032 17.23 17.15 87.06 .06 .044 18.9 3.50 -351.20 .073 40.65 40.65 -336.00 .24 .171 18.9 .62M 173.98 .036 19.73 19.65 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 37 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .40 2.00 4.92 6.29 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -425.78 .088 49.71 49.75 388.01 .28 .197 18.9 6.67 -384.99 .080 44.73 44.76 -376.50 .27 .191 18.9 3.34M 242.30 .050 27.69 27.64 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 38 l= 1.30 m Seccao:5.60 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -86.95 .065 17.53 17.18 133.77 .20 .119 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 8.06 cm2 Asw/s(min)= .448 cm .................................................................. Barra 39 l= 7.07 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .42 1.11 5.25 6.19 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -232.64 .048 26.56 26.51 321.04 .23 .163 18.9 7.07 -437.73 .091 51.18 51.23 -377.94 .27 .192 18.9 3.27M 292.95 .061 33.68 33.65 Amin= 16.51 cm2 Asw/s(min)= .524 cm ..................................................................

Pórtico HE FEUP - SCC MGE-6A - eh - 09 Barra 40 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: .81 1.92 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -338.16 .110 40.01 40.04 275.58 .31 .140 18.9 2.80 150.29 .049 17.16 17.13 80.51 .09 .041 18.9 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. Barra 41 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.64 3.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 150.29 .031 16.99 16.91 80.51 .06 .041 18.9 3.50 -315.59 .065 36.37 36.36 -330.78 .24 .168 18.9 .65M 174.08 .036 19.74 19.66 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 42 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .56 1.90 4.93 6.10 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -417.74 .087 48.72 48.77 384.28 .28 .195 18.9 6.67 -398.10 .083 46.32 46.36 -378.91 .28 .192 18.9 3.32M 237.24 .049 27.10 27.05 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 43 l= 1.30 m Seccao:5.60 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -86.95 .065 17.53 17.18 133.77 .20 .119 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 8.06 cm2 Asw/s(min)= .448 cm .................................................................. Barra 44 l= 2.80 m Seccao:4.19 x .24 m2 (d= .21 m) Zeros: .53 1.78 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -283.33 .092 33.15 33.18 259.36 .29 .132 18.9 2.80 160.13 .052 18.32 18.29 66.95 .08 .034 18.9 2.65M 93.68 .030 10.59 10.53 Amin= 10.55 cm2 Asw/s(min)= .335 cm .................................................................. E FEUP - SCC MGE-6A - eh - 10 Barra 45 l= 3.50 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: 1.61 2.99 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 160.13 .033 18.13 18.05 66.95 .05 .034 18.9 3.50 -360.66 .075 41.78 41.80 -346.53 .25 .176 18.9

Pórtico H .51M 174.16 .036 19.75 19.67 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 46 l= 6.67 m Seccao:6.55 x .24 m2 (d= .21 m) Zeros: .78 1.80 5.40 6.15 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -403.28 .084 46.95 46.99 366.72 .27 .186 18.9 6.67 -271.51 .056 31.14 31.10 -328.27 .24 .167 18.9 3.49M 250.78 .052 28.69 28.65 Amin= 16.51 cm2 Asw/s(min)= .524 cm .................................................................. Barra 47 l= 1.30 m Seccao:5.60 x .15 m2 (d= .12 m) Zeros: 1.30 1.30 1.30 1.30 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -58.56 .043 11.67 11.35 90.09 .13 .080 10.8 1.30 .00 .000 .00 .00 .00 .00 .000 10.8 Amin= 8.06 cm2 Asw/s(min)= .448 cm .................................................................. Barra 48 l= 6.30 m Seccao:3.13 x .24 m2 (d= .21 m) Zeros: .46 1.83 4.46 5.92 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -168.32 .073 19.48 19.49 158.51 .24 .081 18.9 6.30 -163.34 .071 18.88 18.89 -156.38 .24 .079 18.9 3.22M 88.47 .038 10.05 10.01 Amin= 7.88 cm2 Asw/s(min)= .250 cm .................................................................. E

Pórtico K FEUP - SCC MGE-6A - EK - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico K Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -87.84 .003 .69 .69 -113.34 .19 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 2 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -935.77 .032 7.54 7.52 543.39 .92 .016 25.0 1.55 -267.95 .009 2.12 2.12 318.32 .54 .012 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 3 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: 1.10 1.28 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -267.95 .055 30.70 30.66 318.32 .23 .162 18.9 3.60 70.03 .014 7.83 7.76 -167.63 .12 .085 18.9 2.36M 107.57 .022 12.09 12.01 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 4 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -87.84 .003 .69 .69 -113.34 .19 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. E FEUP - SCC MGE-6A - EK - 02 Barra 5 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -904.54 .031 7.28 7.26 530.71 .90 .016 25.0 1.55 -255.83 .009 2.03 2.03 306.34 .52 .011 30.0

Pórtico K Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 6 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: 1.00 1.34 3.14 3.53 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -255.83 .052 29.27 29.23 306.34 .22 .156 18.9 3.60 53.48 .011 5.96 5.90 -182.81 .13 .093 18.9 " -41.07 .008 4.57 4.52 2.27M 91.95 .019 10.31 10.23 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 7 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -87.84 .003 .69 .69 -113.34 .19 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 8 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -1214.85 .042 9.84 9.80 625.86 1.06 .016 25.0 1.55 -423.26 .015 3.37 3.37 401.49 .68 .015 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 9 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .96 1.58 3.39 3.39 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -423.26 .086 49.35 49.40 401.49 .29 .204 18.9 3.60 253.65 .052 29.02 28.97 -101.40 .07 .052 18.9 " -19.21 .004 2.13 2.10 3.37M 207.18 .042 23.58 23.50 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. E FEUP - SCC MGE-6A - EK - 03 Barra 10 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .01 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 11 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .65 .65 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -1387.26 .048 11.27 11.22 595.40 1.01 .016 25.0 1.55 68.59 .002 .54 .54 427.70 .72 .015 30.0 " -634.51 .022 5.08 5.07

Pórtico K Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 12 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: 1.45 1.71 2.23 2.23 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 68.59 .014 7.67 7.60 427.70 .31 .217 18.9 " -634.51 .129 76.12 76.01 3.60 477.80 .097 56.09 56.14 -194.75 .14 .099 18.9 " -205.08 .042 23.33 23.26 3.47M 219.00 .045 24.95 24.89 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 13 l= 6.68 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .43 2.16 5.07 6.45 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -528.97 .108 62.52 62.56 429.79 .31 .218 18.9 6.68 113.46 .023 12.76 12.68 -352.84 .25 .179 18.9 " -330.69 .067 38.16 38.15 3.74M 289.90 .059 33.30 33.27 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 14 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .01 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. E FEUP - SCC MGE-6A - EK - 04 Barra 15 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 267.03 .009 2.12 2.11 566.40 .96 .016 25.0 " -1464.56 .050 11.92 11.86 1.55 259.44 .009 2.05 2.05 450.51 .76 .016 30.0 " -676.45 .023 5.42 5.41 .71M 285.85 .010 2.27 2.27 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 16 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: 1.26 1.72 2.01 2.01 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 259.44 .053 29.70 29.65 450.51 .32 .229 18.9 " -676.45 .138 81.65 81.43 3.60 517.97 .106 61.13 61.18 -300.30 .21 .153 18.9 " -394.22 .080 45.81 45.85 3.59M 216.57 .044 24.67 24.60 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 17 l= 6.68 m

Pórtico K Seccao:6.66 x .24 m2 (d= .21 m) Zeros: 1.15 2.20 4.76 5.77 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 27.10 .006 3.00 2.97 392.76 .28 .199 18.9 " -491.84 .100 57.84 57.89 6.68 14.38 .003 1.59 1.57 -390.82 .28 .199 18.9 " -432.10 .088 50.44 50.48 3.27M 259.84 .053 29.75 29.70 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 18 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. E FEUP - SCC MGE-6A - EK - 05 Barra 19 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 434.09 .015 3.46 3.45 520.86 .88 .016 25.0 " -1314.49 .045 10.67 10.62 1.55 350.23 .012 2.78 2.78 404.96 .69 .015 30.0 " -596.98 .021 4.77 4.77 .05M 434.18 .015 3.46 3.45 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 20 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .85 1.71 1.98 3.54 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 350.23 .071 40.50 40.50 404.96 .29 .206 18.9 " -596.98 .122 71.23 71.19 3.60 433.46 .088 50.61 50.65 -349.50 .25 .178 18.9 " -480.55 .098 56.43 56.49 3.14M 119.30 .024 13.43 13.35 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 21 l= 6.68 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: 1.02 2.14 4.70 5.71 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 68.16 .014 7.62 7.55 383.17 .27 .195 18.9 " -477.03 .097 55.99 56.05 6.68 14.38 .003 1.59 1.57 -401.09 .29 .204 18.9 " -462.98 .094 54.25 54.30 3.19M 270.55 .055 31.01 30.97 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 22 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .00 m

Pórtico K X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. E FEUP - SCC MGE-6A - EK - 06 Barra 23 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 443.46 .015 3.53 3.53 468.17 .79 .016 30.0 " -1136.37 .039 9.19 9.16 1.55 356.24 .012 2.83 2.83 352.28 .60 .013 30.0 " -500.52 .017 3.99 3.99 .02M 443.48 .015 3.53 3.53 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 24 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .47 1.69 1.98 3.04 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 356.24 .073 41.22 41.23 352.28 .25 .179 18.9 " -500.52 .102 58.93 58.98 3.60 340.26 .069 39.30 39.30 -351.67 .25 .179 18.9 " -482.35 .098 56.66 56.71 2.42M 72.31 .015 8.08 8.01 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 25 l= 6.68 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .85 2.06 4.56 6.35 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 99.16 .020 11.13 11.05 359.29 .26 .182 18.9 " -430.59 .088 50.25 50.30 6.68 -521.90 .106 61.63 61.67 -424.26 .30 .215 18.9 2.98M 261.18 .053 29.90 29.86 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 26 l= 2.20 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 2.20 2.20 2.20 2.20 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -147.66 .057 16.94 16.92 134.24 .18 .068 18.9 2.20 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. E FEUP - SCC MGE-6A - EK - 07 Barra 27 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .01 m

Pórtico K X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 28 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 372.43 .013 2.96 2.96 416.79 .71 .015 30.0 " -963.01 .033 7.76 7.74 1.55 318.06 .011 2.52 2.52 300.89 .51 .011 30.0 " -406.81 .014 3.24 3.23 .31M 375.93 .013 2.99 2.99 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 29 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .26 1.65 2.00 3.27 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 318.06 .065 36.65 36.63 300.90 .22 .153 18.9 " -406.81 .083 47.34 47.39 3.60 249.00 .051 28.47 28.42 -330.48 .24 .168 18.9 " -444.24 .091 51.93 51.98 1.39M 73.21 .015 8.19 8.12 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 30 l= 6.68 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .81 1.97 4.59 6.22 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 93.75 .019 10.52 10.44 355.09 .25 .180 18.9 " -404.43 .082 47.06 47.09 6.68 -528.07 .108 62.40 62.44 -427.25 .31 .217 18.9 2.96M 266.08 .054 30.48 30.44 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. E FEUP - SCC MGE-6A - EK - 08 Barra 31 l= 2.20 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 2.20 2.20 2.20 2.20 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -147.66 .057 16.94 16.92 134.24 .18 .068 18.9 2.20 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 32 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm

Pórtico K .................................................................. Barra 33 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 251.59 .009 1.99 1.99 381.96 .65 .014 30.0 " -791.07 .027 6.35 6.34 1.55 253.00 .009 2.00 2.00 249.98 .42 .009 30.0 " -313.78 .011 2.49 2.49 .79M 274.76 .009 2.18 2.18 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 34 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .18 1.59 2.04 2.94 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 253.00 .052 28.94 28.89 249.98 .18 .127 18.9 " -313.78 .064 36.14 36.12 3.60 158.75 .032 17.96 17.88 -294.49 .21 .150 18.9 " -379.75 .077 44.06 44.08 1.34M 76.60 .016 8.57 8.50 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 35 l= 6.68 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .77 1.87 4.61 6.05 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 79.82 .016 8.94 8.86 350.38 .25 .178 18.9 " -373.47 .076 43.30 43.32 6.68 -538.53 .110 63.73 63.76 -430.43 .31 .219 18.9 2.93M 267.50 .055 30.65 30.61 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. E FEUP - SCC MGE-6A - EK - 09 Barra 36 l= 2.20 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 2.20 2.20 2.20 2.20 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -147.66 .057 16.94 16.92 134.24 .18 .068 18.9 2.20 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 37 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 38 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 112.61 .004 .89 .89 370.58 .63 .013 30.0

Pórtico K " -623.29 .021 4.99 4.98 1.55 177.93 .006 1.41 1.41 200.19 .34 .007 30.0 " -223.18 .008 1.77 1.77 1.34M 179.60 .006 1.42 1.42 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 39 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .17 1.47 2.10 2.72 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 177.93 .036 20.18 20.10 200.19 .14 .102 18.9 " -223.18 .045 25.44 25.38 3.60 70.10 .014 7.84 7.77 -261.22 .19 .133 18.9 " -306.39 .062 35.25 35.24 3.04M 80.63 .016 9.03 8.95 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 40 l= 6.68 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .76 1.76 4.66 5.90 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 58.33 .012 6.51 6.44 347.65 .25 .177 18.9 " -342.12 .070 39.53 39.53 6.68 -540.84 .110 64.03 64.05 -431.51 .31 .219 18.9 2.92M 269.25 .055 30.86 30.81 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. E FEUP - SCC MGE-6A - EK - 10 Barra 41 l= 2.20 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 2.20 2.20 2.20 2.20 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -147.66 .057 16.94 16.92 134.24 .18 .068 18.9 2.20 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 42 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .01 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 43 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .13 .13 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -484.28 .017 3.86 3.86 364.71 .62 .013 30.0 1.55 108.28 .004 .85 .85 168.40 .29 .006 30.0 " -147.90 .005 1.17 1.17 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 44 l= 3.60 m

Pórtico K Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .19 1.26 2.20 3.57 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 108.28 .022 12.17 12.09 168.40 .12 .086 18.9 " -147.90 .030 16.71 16.63 3.60 -235.40 .048 26.88 26.82 -258.50 .18 .131 18.9 .35M 112.38 .023 12.64 12.56 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 45 l= 6.68 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .73 1.65 4.64 5.74 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 44.03 .009 4.90 4.85 342.28 .24 .174 18.9 " -313.25 .064 36.07 36.05 6.68 -559.92 .114 66.45 66.47 -435.79 .31 .221 18.9 2.88M 266.32 .054 30.51 30.47 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. E FEUP - SCC MGE-6A - EK - 11 Barra 46 l= 2.20 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 2.20 2.20 2.20 2.20 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -147.66 .057 16.94 16.92 134.24 .18 .068 18.9 2.20 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 47 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 48 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .54 .54 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -435.41 .015 3.47 3.46 354.90 .60 .013 30.0 1.55 77.21 .003 .61 .61 158.60 .27 .006 30.0 " -100.72 .003 .79 .79 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 49 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .15 1.02 2.22 2.98 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 77.21 .016 8.64 8.57 158.59 .11 .081 18.9 " -100.72 .021 11.31 11.23 3.60 -225.47 .046 25.71 25.65 -263.68 .19 .134 18.9 .58M 88.47 .018 9.92 9.84

Pórtico K Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. Barra 50 l= 6.68 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .10 1.61 5.11 5.84 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -302.76 .062 34.82 34.81 331.48 .24 .168 18.9 6.68 -404.96 .083 47.12 47.15 -376.89 .27 .191 18.9 3.08M 271.88 .055 31.17 31.13 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. E FEUP - SCC MGE-6A - EK - 12 Barra 51 l= 2.20 m Seccao:3.54 x .24 m2 (d= .21 m) Zeros: 2.20 2.20 2.20 2.20 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -134.82 .052 15.42 15.40 122.57 .16 .062 18.9 2.20 .00 .000 .00 .00 .00 .00 .000 18.9 Amin= 8.91 cm2 Asw/s(min)= .283 cm .................................................................. Barra 52 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: .00 .00 .00 .01 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 .00 .000 .00 .00 .00 .00 .000 30.0 1.55 -78.83 .003 .62 .62 -101.72 .17 .004 30.0 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 53 l= 1.55 m Seccao: .20 x3.00 m2 (d=2.95 m) Zeros: 1.09 1.35 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 59.35 .002 .47 .47 152.34 .26 .006 30.0 " -235.85 .008 1.87 1.87 1.55 90.32 .003 .71 .71 76.65 .13 .003 30.0 " -69.75 .002 .55 .55 1.28M 91.73 .003 .72 .72 Amin= 7.08 cm2 Asw/s(min)= .016 cm .................................................................. Barra 54 l= 3.60 m Seccao:6.66 x .24 m2 (d= .21 m) Zeros: .04 1.18 2.14 2.66 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 90.33 .018 10.13 10.05 76.65 .05 .039 18.9 " -69.74 .014 7.80 7.72 3.60 13.81 .003 1.53 1.50 -117.42 .08 .060 18.9 " -139.99 .029 15.80 15.72 .97M 47.66 .010 5.31 5.25 Amin= 16.79 cm2 Asw/s(min)= .533 cm .................................................................. E

Estaca P1 OBRA: Edif¡cio de Habita‡ao PILAR: Pilar P1



Numero de varoes em cada face paralela a X: 3 Numero de varoes em cada face paralela a Y: 3 Armadura: 8 D > 40 ( 5.90 %) ------------------------------------------------------------------

Estaca P4 OBRA: Edif¡cio de Habitacao PILAR: Pilar P4







Numero de varoes em cada face paralela a X: 3 Numero de varoes em cada face paralela a Y: 3 Armadura: 8 D > 40 (10.35 %) ------------------------------------------------------------------

Pórtico C FEUP - SCC MGE-6A - ec - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico C Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 3.50 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: .94 1.99 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -1071.34 .025 7.14 7.13 332.11 .47 .010 30.0 3.50 767.30 .018 5.09 5.08 332.11 .47 .010 30.0 " -78.59 .002 .51 .51 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 2 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 767.30 .018 5.09 5.08 -30.26 .04 .001 30.0 " -78.59 .002 .51 .51 3.00 683.72 .016 4.53 4.52 -30.26 .04 .001 30.0 " -151.27 .004 .99 .99 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 3 l= 4.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 683.72 .016 4.53 4.52 -316.16 .45 .009 30.0 " -151.27 .004 .99 .99 4.00 1266.47 .030 8.47 8.44 -316.16 .45 .009 30.0 " -1415.91 .034 9.48 9.46 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. D FEUP - SCC MGE-6A - ec - 02 Barra 4 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: .54 2.46 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 1266.47 .030 8.47 8.44 -515.72 .73 .015 30.0 " -1415.91 .034 9.48 9.46 3.00 -2275.51 .054 15.42 15.32 -515.72 .73 .015 30.0 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 5 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax

Pórtico C (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -2275.51 .054 15.42 15.32 404.18 .57 .012 30.0 3.00 -1062.97 .025 7.08 7.07 404.18 .57 .012 30.0 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 6 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: .55 .55 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -1062.98 .025 7.08 7.07 -142.03 .20 .004 30.0 3.00 243.47 .006 1.60 1.60 -142.03 .20 .004 30.0 " -1489.07 .035 9.98 9.95 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 7 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 243.47 .006 1.60 1.60 214.98 .30 .006 30.0 " -1489.07 .035 9.98 9.95 3.00 56.78 .001 .37 .37 214.98 .30 .006 30.0 " -844.13 .020 5.61 5.60 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 8 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: 2.14 2.14 .95 .95 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 56.78 .001 .37 .37 393.83 .55 .012 30.0 " -844.13 .020 5.61 5.60 3.00 337.37 .008 2.22 2.22 393.83 .55 .012 30.0 " -121.92 .003 .80 .80 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. D FEUP - SCC MGE-6A - ec - 03 Barra 9 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: 1.01 2.89 X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 337.37 .008 2.22 2.22 44.86 .06 .001 30.0 " -121.92 .003 .80 .80 3.00 431.49 .010 2.84 2.84 44.86 .06 .001 30.0 " -199.71 .005 1.31 1.31 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 10 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 431.49 .010 2.84 2.84 48.42 .07 .001 30.0 " -199.70 .005 1.31 1.31 3.00 576.75 .014 3.81 3.81 48.42 .07 .001 30.0 " -217.40 .005 1.42 1.42 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 11 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros:

Pórtico C X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 576.75 .014 3.81 3.81 -32.11 .05 .001 30.0 " -217.40 .005 1.42 1.42 3.00 480.43 .011 3.17 3.17 -32.11 .05 .001 30.0 " -157.91 .004 1.03 1.03 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. Barra 12 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: 2.95 2.95 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 480.43 .011 3.17 3.17 -103.94 .15 .003 30.0 " -157.91 .004 1.03 1.03 3.00 168.62 .004 1.10 1.10 -103.94 .15 .003 30.0 " -67.16 .002 .44 .44 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. D FEUP - SCC MGE-6A - ec - 04 Barra 13 l= 3.00 m Seccao: .20 x3.60 m2 (d=3.55 m) Zeros: 3.00 3.00 3.00 3.00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 168.62 .004 1.10 1.10 -56.21 .08 .002 30.0 " -67.16 .002 .44 .44 3.00 .00 .000 .00 .00 -56.21 .08 .002 30.0 Amin= 8.52 cm2 Asw/s(min)= .016 cm .................................................................. D

Pórtico D FEUP - SCC MGE-6A - ed - 01 ******************************************************************** CALCULO DE ESTRUTURAS DE EDIFICIOS - Modelo Tridimensional (3 GLP) Envolventes de Esforcos e Armaduras em Flexao Simples ******************************************************************** Edif¡cio de Habita‡ao P¢rtico D Betao da Classe B30 Armadura do Tipo A500 """""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""""" Barra 1 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .98 1.18 5.74 6.00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -211.36 .097 7.89 7.84 230.89 1.17 .032 25.0 7.07 -241.34 .111 9.09 9.00 -239.28 1.21 .035 25.0 3.48M 190.40 .087 7.07 7.04 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .31 m Rd= .43 m .................................................................. Barra 2 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: 1.10 1.36 5.83 6.18 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -243.84 .112 9.19 9.10 239.32 1.21 .035 25.0 7.07 -215.02 .099 8.04 7.98 -231.09 1.17 .032 25.0 3.61M 187.79 .086 6.97 6.94 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .43 m Rd= .31 m .................................................................. Barra 3 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .97 1.56 5.70 6.61 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -256.42 .117 9.71 9.59 244.46 1.23 .037 25.0 7.07 -197.94 .091 7.36 7.32 -227.66 1.15 .031 25.0 3.68M 193.94 .089 7.21 7.17 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .51 m Rd= .26 m .................................................................. Barra 4 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .66 1.88 5.28 6.27 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -252.35 .116 9.54 9.43 218.45 1.10 .027 25.0 7.07 11.35 .005 .40 .40 -195.07 .99 .024 25.0 " -195.34 .090 7.26 7.22 3.79M 161.30 .074 5.94 5.93 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .14 m .................................................................. D FEUP - SCC MGE-6A - ed - 02 Barra 5 l= 7.07 m

Pórtico D Seccao: .30 x .70 m2 (d= .66 m) Zeros: .42 1.81 5.14 6.14 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -261.15 .120 9.90 9.77 245.74 1.24 .038 25.0 7.07 3.02 .001 .11 .11 -235.89 1.19 .034 25.0 " -258.27 .118 9.78 9.66 3.66M 188.63 .086 7.00 6.97 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .52 m Rd= .38 m .................................................................. Barra 6 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .36 1.85 5.09 6.14 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -265.19 .122 10.07 9.93 245.75 1.24 .038 25.0 7.07 8.25 .004 .29 .29 -236.61 1.19 .034 25.0 " -267.34 .123 10.15 10.02 3.66M 187.00 .086 6.94 6.90 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .52 m Rd= .39 m .................................................................. Barra 7 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .29 1.85 5.05 6.14 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -267.11 .122 10.15 10.01 244.87 1.24 .037 25.0 7.07 11.04 .005 .39 .39 -238.15 1.20 .035 25.0 " -276.12 .127 10.52 10.36 3.65M 186.79 .086 6.93 6.90 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .51 m Rd= .41 m .................................................................. Barra 8 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .30 1.84 5.06 6.12 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -263.30 .121 9.99 9.86 244.20 1.23 .037 25.0 7.07 6.27 .003 .22 .22 -238.65 1.21 .035 25.0 " -274.34 .126 10.44 10.29 3.64M 186.49 .085 6.92 6.89 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .50 m Rd= .42 m .................................................................. D FEUP - SCC MGE-6A - ed - 03 Barra 9 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .36 1.81 5.09 7.05 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -255.76 .117 9.68 9.56 243.59 1.23 .037 25.0 7.07 -267.08 .122 10.14 10.01 -238.75 1.21 .035 25.0 3.63M 186.18 .085 6.90 6.87 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .49 m Rd= .42 m .................................................................. Barra 10 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .44 1.76 5.16 6.93 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm)

Pórtico D 0.00 -253.39 .116 9.58 9.47 242.98 1.23 .037 25.0 7.07 -255.10 .117 9.65 9.54 -238.66 1.21 .035 25.0 3.62M 186.32 .085 6.91 6.88 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .48 m Rd= .42 m .................................................................. Barra 11 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .58 1.77 5.20 6.89 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -262.59 .120 9.96 9.83 244.75 1.24 .037 25.0 7.07 -245.03 .112 9.24 9.14 -236.46 1.19 .034 25.0 3.65M 183.54 .084 6.80 6.77 Amin= 2.38 cm2 Asw/s(min)= .024 cm Re= .51 m Rd= .39 m .................................................................. Barra 12 l= 7.07 m Seccao: .30 x .70 m2 (d= .66 m) Zeros: .25 1.46 5.45 6.94 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 -168.13 .077 6.21 6.19 190.63 .96 .024 25.0 7.07 -184.10 .084 6.82 6.79 -191.67 .97 .024 25.0 3.57M 178.52 .082 6.61 6.58 Amin= 2.38 cm2 Asw/s(min)= .024 cm .................................................................. Barra 13 l= 3.50 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.09 1.39 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 41.66 .028 5.81 5.74 -32.40 .06 .020 15.3 3.50 -71.76 .048 10.12 10.05 -32.40 .06 .020 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. D FEUP - SCC MGE-6A - ed - 04 Barra 14 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.51 1.54 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 139.60 .093 20.19 20.19 -91.40 .17 .057 15.3 3.00 -134.59 .090 19.43 19.42 -91.40 .17 .057 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 15 l= 4.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.93 2.04 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 109.25 .073 15.62 15.58 -55.08 .10 .035 15.3 4.00 -111.06 .074 15.89 15.85 -55.08 .10 .035 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 16 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.42 1.57 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm)

Pórtico D 0.00 145.36 .097 21.08 21.08 -93.50 .18 .059 15.3 3.00 -135.14 .090 19.51 19.50 -93.50 .18 .059 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 17 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.02 1.48 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 123.00 .082 17.68 17.65 -82.83 .16 .052 15.3 3.00 -128.21 .086 18.46 18.44 -82.83 .16 .052 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 18 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.43 1.51 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 133.24 .089 19.22 19.21 -88.81 .17 .056 15.3 3.00 -133.50 .089 19.27 19.25 -88.81 .17 .056 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. D FEUP - SCC MGE-6A - ed - 05 Barra 19 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.37 1.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 134.11 .090 19.36 19.34 -89.41 .17 .056 15.3 3.00 -134.13 .090 19.36 19.35 -89.41 .17 .056 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 20 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.45 1.50 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 133.09 .089 19.20 19.19 -88.99 .17 .056 15.3 3.00 -133.88 .089 19.32 19.31 -88.99 .17 .056 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 21 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.49 1.51 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 129.50 .087 18.66 18.64 -86.79 .16 .054 15.3 3.00 -130.88 .087 18.87 18.85 -86.79 .16 .054 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 22 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.49 1.52 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 127.03 .085 18.28 18.26 -85.07 .16 .053 15.3 3.00 -128.19 .086 18.46 18.44 -85.07 .16 .053 15.3

Pórtico D Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 23 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.50 1.59 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 125.20 .084 18.01 17.98 -82.64 .16 .052 15.3 3.00 -122.71 .082 17.63 17.61 -82.64 .16 .052 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. D FEUP - SCC MGE-6A - ed - 06 Barra 24 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 1.33 1.42 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 139.88 .093 20.24 20.23 -99.11 .19 .062 15.3 3.00 -157.44 .105 22.95 22.96 -99.11 .19 .062 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. Barra 25 l= 3.00 m Seccao:3.10 x .20 m2 (d= .17 m) Zeros: 3.00 3.00 3.00 3.00 m X Msd Mred As As1 Vsd ç Asw/s smax (m) (kN.m) (cm2) (á= .20) (kN) (MPa) (cm) (cm) 0.00 26.33 .018 3.65 3.59 -8.78 .02 .006 15.3 " -23.81 .016 3.29 3.24 3.00 .00 .000 .00 .00 -8.78 .02 .006 15.3 Amin= 6.32 cm2 Asw/s(min)= .248 cm .................................................................. D