calculo armaduras vigas e lajes v1_02

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DIMENSIONAMENTO DA ARMADURA DE VIGAS E LAJES À FLEXÃO Em: Obra: Conteúdo: M = 3,058.50 kg·m/m B (cm) = 100 brimento do concreto (cm) = 1.5 dmín (cm) = 11.2 D (cm) = 12.0 H (cm) = 15 aço CA-50A fck (kg/cm2) = 200 As'(+) = cm2/m => As(-) = 9.57 cm2/m => ø 12,5mm c/13cm As mín = 2.25 cm2/m

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Page 1: Calculo Armaduras Vigas e Lajes v1_02

DIMENSIONAMENTO DA ARMADURA DE VIGAS E LAJES À FLEXÃO

Em: 08-Apr-23

Obra:

Conteúdo:

M = 3,058.50 kg·m/m

B (cm) = 100

cobrimento do concreto (cm) = 1.5

dmín (cm) = 11.2

D (cm) = 12.0 H (cm) = 15

aço CA-50A fck (kg/cm2) = 200

As'(+) = cm2/m =>

As(-) = 9.57 cm2/m => ø 12,5mm c/13cm

As mín = 2.25 cm2/m

Page 2: Calculo Armaduras Vigas e Lajes v1_02

VERIFICAÇÕES AO CISALHAMENTONBR 6118/78 NBR 6118/2003

componente unidade MODELO 1 MODELO 2 : 30º MODELO 2 : 45ºfck MPa 20 20 20 20

MPa 500 500 500 500cobrimento sup cm 1.5 1.5 1.5 1.5cobrimento inf cm 1.5 1.5 1.5 1.5

cm 35 35 35 35h cm 15 15 15 15d cm 12 12 12 12

As cm2 15.47 - - -

- 0.0294666666667 - - -

- 0.45 - - -kg 16243 16243 16243 16243kg 22740.20 22740.20 22740.20 22740.20

kg/cm2 142.8571 142.8571 142.8571 142.8571kg/cm2 4347.8261 4347.8261 4347.8261 4347.8261

MPa - 2.2104 2.2104 2.2104MPa - 1.5473 1.5473 1.5473MPa - 1.1052 1.1052 1.1052

Verificação da compressáo diagonal no concreto:

- - 0.92 0.92 0.92kg - 14904.00 12907.24 14904.00

condição: Vd<=Vrd2 - não verifica não verifica não verificaposição da linha neutra: fora da seção(0); flexão simples e flexo-tração(1); flexo-compressão(2)

2 2 2kg - 2785.13 2785.13 2785.13kg - - -2705.57 -1800.90kg 2672.86 2785.13 -2705.57 -1800.90

kg 20067.34 19955.07 25445.77 24541.10

cm2/m 44.21 42.50 31.29 52.26

cm2/m 4.90 3.09 3.09 3.09bitola a adotar mm 8.0 8.0 8.0 8.0

número de ramos - 4 quatro quatro quatro

espaçam.calculado cm 4.5 4.7 6.4 3.8espaçam. máx. cm 7.5 3.6 3.6 3.6

aço fywk

bw

taxa armadura rsw1

N (Rmáx)Vd

fcd

fywd

fctm

fctk,inf

fctd

av2

VRd2

Vco

Vc1

Vc

Vsw

Asw

Asw,mín

Page 3: Calculo Armaduras Vigas e Lajes v1_02

0,3*(fck)^2/3

0,7*fctm

fctk,inf/1,4

1-21/250

0,6*fctd*bw*d

Vd-Vc1

Page 4: Calculo Armaduras Vigas e Lajes v1_02

SEÇÃO DE FERRO PARA ARMAÇÃO EM BARRAS LONGITUDINAIS DE VIGAS E PILARES

SEÇÃO DE FERRO (cm2)quantidade de barras

1 2 3 4 5 6 7 8 93/16" 4.76 0.18 0.36 0.53 0.71 0.89 1.07 1.25 1.43 1.601/4" 6.35 0.32 0.63 0.95 1.27 1.58 1.90 2.22 2.53 2.85

5/16" 7.94 0.49 0.99 1.48 1.98 2.47 2.97 3.46 3.96 4.453/8" 9.52 0.71 1.43 2.14 2.85 3.56 4.28 4.99 5.70 6.411/2" 12.70 1.27 2.53 3.80 5.07 6.33 7.60 8.87 10.13 11.405/8" 15.88 1.98 3.96 5.94 7.92 9.90 11.88 13.86 15.83 17.813/4" 19.05 2.85 5.70 8.55 11.40 14.25 17.10 19.95 22.80 25.657/8" 22.22 3.88 7.76 11.64 15.52 19.40 23.28 27.16 31.04 34.921" 25.40 5.07 10.13 15.20 20.27 25.34 30.40 35.47 40.54 45.60- 3.20 0.08 0.16 0.24 0.32 0.40 0.48 0.56 0.64 0.72- 3.40 0.09 0.18 0.27 0.36 0.45 0.54 0.64 0.73 0.82- 4.00 0.13 0.25 0.38 0.50 0.63 0.75 0.88 1.01 1.13- 4.20 0.14 0.28 0.42 0.55 0.69 0.83 0.97 1.11 1.25- 5.00 0.20 0.39 0.59 0.79 0.98 1.18 1.37 1.57 1.77- 6.00 0.28 0.57 0.85 1.13 1.41 1.70 1.98 2.26 2.54- 6.30 0.31 0.62 0.94 1.25 1.56 1.87 2.18 2.49 2.81- 7.00 0.38 0.77 1.15 1.54 1.92 2.31 2.69 3.08 3.46- 8.00 0.50 1.01 1.51 2.01 2.51 3.02 3.52 4.02 4.52- 9.50 0.71 1.42 2.13 2.84 3.54 4.25 4.96 5.67 6.38- 10.00 0.79 1.57 2.36 3.14 3.93 4.71 5.50 6.28 7.07- 12.50 1.23 2.45 3.68 4.91 6.14 7.36 8.59 9.82 11.04- 16.00 2.01 4.02 6.03 8.04 10.05 12.06 14.07 16.08 18.10- 20.00 3.14 6.28 9.42 12.57 15.71 18.85 21.99 25.13 28.27- 22.20 3.87 7.74 11.61 15.48 19.35 23.22 27.10 30.97 34.84- 25.00 4.91 9.82 14.73 19.63 24.54 29.45 34.36 39.27 44.18

Diâmetro em pole-gadas

Diâmetro em milí-metros

Page 5: Calculo Armaduras Vigas e Lajes v1_02

SEÇÃO DE FERRO PARA ARMAÇÃO EM BARRAS LONGITUDINAIS DE VIGAS E PILARES

SEÇÃO DE FERRO (cm2)quantidade de barras

10 11 12 13 14 15 16 17 18 19 201.78 1.96 2.14 2.32 2.49 2.67 2.85 3.03 3.21 3.38 3.56 0.139

3.17 3.48 3.80 4.12 4.43 4.75 5.07 5.38 5.70 6.02 6.33 0.247

4.95 5.44 5.94 6.43 6.93 7.42 7.92 8.41 8.91 9.40 9.90 0.386

7.13 7.84 8.55 9.26 9.98 10.69 11.40 12.11 12.83 13.54 14.25 0.556

12.67 13.93 15.20 16.47 17.73 19.00 20.27 21.54 22.80 24.07 25.34 0.988

19.79 21.77 23.75 25.73 27.71 29.69 31.67 33.65 35.63 37.61 39.59 1.544

28.50 31.35 34.20 37.05 39.90 42.75 45.60 48.45 51.30 54.15 57.00 2.223

38.79 42.67 46.55 50.43 54.31 58.19 62.07 65.95 69.83 73.71 77.59 3.026

50.67 55.74 60.80 65.87 70.94 76.01 81.07 86.14 91.21 96.27 101.34 3.952

0.80 0.88 0.97 1.05 1.13 1.21 1.29 1.37 1.45 1.53 1.61 0.063

0.91 1.00 1.09 1.18 1.27 1.36 1.45 1.54 1.63 1.73 1.82 0.071

1.26 1.38 1.51 1.63 1.76 1.88 2.01 2.14 2.26 2.39 2.51 0.098

1.39 1.52 1.66 1.80 1.94 2.08 2.22 2.36 2.49 2.63 2.77 0.108

1.96 2.16 2.36 2.55 2.75 2.95 3.14 3.34 3.53 3.73 3.93 0.153

2.83 3.11 3.39 3.68 3.96 4.24 4.52 4.81 5.09 5.37 5.65 0.221

3.12 3.43 3.74 4.05 4.36 4.68 4.99 5.30 5.61 5.92 6.23 0.243

3.85 4.23 4.62 5.00 5.39 5.77 6.16 6.54 6.93 7.31 7.70 0.300

5.03 5.53 6.03 6.53 7.04 7.54 8.04 8.55 9.05 9.55 10.05 0.392

7.09 7.80 8.51 9.21 9.92 10.63 11.34 12.05 12.76 13.47 14.18 0.553

7.85 8.64 9.42 10.21 11.00 11.78 12.57 13.35 14.14 14.92 15.71 0.613

12.27 13.50 14.73 15.95 17.18 18.41 19.63 20.86 22.09 23.32 24.54 0.957

20.11 22.12 24.13 26.14 28.15 30.16 32.17 34.18 36.19 38.20 40.21 1.568

31.42 34.56 37.70 40.84 43.98 47.12 50.27 53.41 56.55 59.69 62.83 2.450

38.71 42.58 46.45 50.32 54.19 58.06 61.93 65.80 69.67 73.54 77.42 3.019

49.09 54.00 58.90 63.81 68.72 73.63 78.54 83.45 88.36 93.27 98.17 3.829

peso por metro linear (kg/m)

Page 6: Calculo Armaduras Vigas e Lajes v1_02

1.50

1.99

2.49

2.99

3.99

4.99

5.98

6.98

7.98

1.01

1.07

1.26

1.32

1.57

1.88

1.98

2.20

2.51

2.98

3.14

3.93

5.03

6.28

6.97

7.85

perí-metro (cm)

Page 7: Calculo Armaduras Vigas e Lajes v1_02

Ø 3,4 mm 4,2 mm 4,76 mm 5,0 mm 6,0 mm 6,3 mm 8,0 mm 10,0 mm 12,5 mm 16,0 mm e 3/16" 1/4" 5/16" 3/8" 1/2" 5/8"

5.0 1.82 2.77 3.56 3.93 5.65 6.33 9.90 14.25 25.34 39.59 5.05.5 1.65 2.52 3.24 3.57 5.14 5.76 9.00 12.96 23.03 35.99 5.56.0 1.51 2.31 2.97 3.27 4.71 5.28 8.25 11.88 21.11 32.99 6.06.5 1.40 2.13 2.74 3.02 4.35 4.87 7.61 10.96 19.49 30.45 6.57.0 1.30 1.98 2.54 2.80 4.04 4.52 7.07 10.18 18.10 28.28 7.07.5 1.21 1.85 2.38 2.62 3.77 4.22 6.60 9.50 16.89 26.39 7.58.0 1.13 1.73 2.23 2.45 3.53 3.96 6.19 8.91 15.83 24.74 8.08.5 1.07 1.63 2.10 2.31 3.33 3.73 5.82 8.38 14.90 23.29 8.59.0 1.01 1.54 1.98 2.18 3.14 3.52 5.50 7.92 14.08 21.99 9.09.5 0.96 1.46 1.88 2.07 2.98 3.33 5.21 7.50 13.33 20.84 9.5

10.0 0.91 1.39 1.78 1.96 2.83 3.17 4.95 7.13 12.67 19.79 10.010.5 0.86 1.32 1.70 1.87 2.69 3.02 4.71 6.79 12.06 18.85 10.511.0 0.83 1.26 1.62 1.78 2.57 2.88 4.50 6.48 11.52 17.99 11.011.5 0.79 1.20 1.55 1.71 2.46 2.75 4.30 6.20 11.02 17.21 11.512.0 0.76 1.15 1.48 1.64 2.36 2.64 4.12 5.94 10.56 16.49 12.012.5 0.73 1.11 1.43 1.57 2.26 2.53 3.96 5.70 10.13 15.83 12.513.0 0.70 1.07 1.37 1.51 2.17 2.44 3.81 5.48 9.74 15.23 13.013.5 0.67 1.03 1.32 1.45 2.09 2.35 3.67 5.28 9.38 14.66 13.514.0 0.65 0.99 1.27 1.40 2.02 2.26 3.53 5.09 9.05 14.14 14.014.5 0.63 0.96 1.23 1.35 1.95 2.18 3.41 4.91 8.74 13.65 14.515.0 0.61 0.92 1.19 1.31 1.88 2.11 3.30 4.75 8.45 13.20 15.015.5 0.59 0.89 1.15 1.27 1.82 2.04 3.19 4.60 8.17 12.77 15.516.0 0.57 0.87 1.11 1.23 1.77 1.98 3.09 4.45 7.92 12.37 16.016.5 0.55 0.84 1.08 1.19 1.71 1.92 3.00 4.32 7.68 12.00 16.517.0 0.53 0.81 1.05 1.15 1.66 1.86 2.91 4.19 7.45 11.64 17.017.5 0.52 0.79 1.02 1.12 1.62 1.81 2.83 4.07 7.24 11.31 17.518.0 0.50 0.77 0.99 1.09 1.57 1.76 2.75 3.96 7.04 11.00 18.018.5 0.49 0.75 0.96 1.06 1.53 1.71 2.67 3.85 6.85 10.70 18.519.0 0.48 0.73 0.94 1.03 1.49 1.67 2.60 3.75 6.67 10.42 19.019.5 0.47 0.71 0.91 1.01 1.45 1.62 2.54 3.65 6.50 10.15 19.520.0 0.45 0.69 0.89 0.98 1.41 1.58 2.47 3.56 6.33 9.90 20.021.0 0.43 0.66 0.85 0.93 1.35 1.51 2.36 3.39 6.03 9.43 21.022.0 0.41 0.63 0.81 0.89 1.29 1.44 2.25 3.24 5.76 9.00 22.024.0 0.38 0.58 0.74 0.82 1.18 1.32 2.06 2.97 5.28 8.25 24.025.0 0.36 0.55 0.71 0.79 1.13 1.27 1.98 2.85 5.07 7.92 25.026.0 0.35 0.53 0.69 0.76 1.09 1.22 1.90 2.74 4.87 7.61 26.028.0 0.32 0.49 0.64 0.70 1.01 1.13 1.77 2.54 4.52 7.07 28.030.0 0.30 0.46 0.59 0.65 0.94 1.06 1.65 2.38 4.22 6.60 30.032.0 0.28 0.43 0.56 0.61 0.88 0.99 1.55 2.23 3.96 6.19 32.034.0 0.27 0.41 0.52 0.58 0.83 0.93 1.46 2.10 3.73 5.82 34.035.0 0.26 0.40 0.51 0.56 0.81 0.90 1.41 2.04 3.62 5.66 35.0bitola 3,4 mm 4,2 mm 3/16" 5,0 mm 6,0 mm 6,3 mm 8,0 mm 10,0 mm 12,5 mm 16,0 mmØ (cm.) 0.340 0.420 0.476 0.500 0.600 0.635 0.794 0.953 1.270 1.588

0.09 0.14 0.18 0.20 0.28 0.32 0.49 0.71 1.27 1.98

SEÇÃO DE FERRO POR METRO PARA LAJES (cm2)

seção p/1 ferro (cm2)

Page 8: Calculo Armaduras Vigas e Lajes v1_02

Ø 3,4 mm 4,2 mm 4,76 mm 5,0 mm 6,0 mm 6,3 mm 8,0 mm 10,0 mm 12,5 mm 16,0 mm e 3/16" 1/4" 5/16" 3/8" 1/2" 5/8"

5.0 3.63 5.54 7.13 7.85 11.31 12.67 19.79 28.50 50.67 79.175.5 3.30 5.04 6.48 7.14 10.28 11.52 17.99 25.91 46.06 71.986.0 3.03 4.62 5.94 6.54 9.42 10.56 16.49 23.75 42.23 65.986.5 2.79 4.26 5.48 6.04 8.70 9.74 15.23 21.92 38.98 60.907.0 2.59 3.96 5.09 5.61 8.08 9.05 14.14 20.36 36.19 56.557.5 2.42 3.69 4.75 5.24 7.54 8.45 13.20 19.00 33.78 52.788.0 2.27 3.46 4.45 4.91 7.07 7.92 12.37 17.81 31.67 49.488.5 2.14 3.26 4.19 4.62 6.65 7.45 11.64 16.77 29.81 46.579.0 2.02 3.08 3.96 4.36 6.28 7.04 11.00 15.83 28.15 43.999.5 1.91 2.92 3.75 4.13 5.95 6.67 10.42 15.00 26.67 41.67

10.0 1.82 2.77 3.56 3.93 5.65 6.33 9.90 14.25 25.34 39.5910.5 1.73 2.64 3.39 3.74 5.39 6.03 9.43 13.57 24.13 37.7011.0 1.65 2.52 3.24 3.57 5.14 5.76 9.00 12.96 23.03 35.9911.5 1.58 2.41 3.10 3.41 4.92 5.51 8.61 12.39 22.03 34.4212.0 1.51 2.31 2.97 3.27 4.71 5.28 8.25 11.88 21.11 32.9912.5 1.45 2.22 2.85 3.14 4.52 5.07 7.92 11.40 20.27 31.6713.0 1.40 2.13 2.74 3.02 4.35 4.87 7.61 10.96 19.49 30.4513.5 1.35 2.05 2.64 2.91 4.19 4.69 7.33 10.56 18.77 29.3214.0 1.30 1.98 2.54 2.80 4.04 4.52 7.07 10.18 18.10 28.2814.5 1.25 1.91 2.46 2.71 3.90 4.37 6.83 9.83 17.47 27.3015.0 1.21 1.85 2.38 2.62 3.77 4.22 6.60 9.50 16.89 26.3915.5 1.17 1.79 2.30 2.53 3.65 4.09 6.38 9.19 16.35 25.5416.0 1.13 1.73 2.23 2.45 3.53 3.96 6.19 8.91 15.83 24.7416.5 1.10 1.68 2.16 2.38 3.43 3.84 6.00 8.64 15.35 23.9917.0 1.07 1.63 2.10 2.31 3.33 3.73 5.82 8.38 14.90 23.2917.5 1.04 1.58 2.04 2.24 3.23 3.62 5.66 8.14 14.48 22.6218.0 1.01 1.54 1.98 2.18 3.14 3.52 5.50 7.92 14.08 21.9918.5 0.98 1.50 1.93 2.12 3.06 3.42 5.35 7.70 13.69 21.4019.0 0.96 1.46 1.88 2.07 2.98 3.33 5.21 7.50 13.33 20.8419.5 0.93 1.42 1.83 2.01 2.90 3.25 5.08 7.31 12.99 20.3020.0 0.91 1.39 1.78 1.96 2.83 3.17 4.95 7.13 12.67 19.7921.0 0.86 1.32 1.70 1.87 2.69 3.02 4.71 6.79 12.06 18.8522.0 0.83 1.26 1.62 1.78 2.57 2.88 4.50 6.48 11.52 17.9924.0 0.76 1.15 1.48 1.64 2.36 2.64 4.12 5.94 10.56 16.4925.0 0.73 1.11 1.43 1.57 2.26 2.53 3.96 5.70 10.13 15.8326.0 0.70 1.07 1.37 1.51 2.17 2.44 3.81 5.48 9.74 15.2328.0 0.65 0.99 1.27 1.40 2.02 2.26 3.53 5.09 9.05 14.1430.0 0.61 0.92 1.19 1.31 1.88 2.11 3.30 4.75 8.45 13.2032.0 0.57 0.87 1.11 1.23 1.77 1.98 3.09 4.45 7.92 12.3734.0 0.53 0.81 1.05 1.15 1.66 1.86 2.91 4.19 7.45 11.6435.0 0.52 0.79 1.02 1.12 1.62 1.81 2.83 4.07 7.24 11.31bitola 3,4 mm 4,2 mm 3/16" 5,0 mm 6,0 mm 6,3 mm 8,0 mm 10,0 mm 12,5 mm 16,0 mmØ (cm.) 0.340 0.420 0.476 0.500 0.600 0.635 0.794 0.953 1.270 1.588

0.09 0.14 0.18 0.20 0.28 0.32 0.49 0.71 1.27 1.98

SEÇÃO DE FERRO POR METRO PARA ESTRIBOS DE DOIS RAMOS (cm2)

seção p/1 ferro (cm2)

Page 9: Calculo Armaduras Vigas e Lajes v1_02

5.05.56.06.57.07.58.08.59.09.5

10.010.511.011.512.012.513.013.514.014.515.015.516.016.517.017.518.018.519.019.520.021.022.024.025.026.028.030.032.034.035.0

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