Diseño de Estructuras de Concreto Armado
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DISEÑO POR FLEXION VIGA VS 25x40 EJE A-A/1-6 2º PISO 1.- Momentos Flectores Mayorados Tramo 01 2.300 Tramo 02 3.400 Tramo 03 5.10 Tramo 04 5.100 Tramo 05 omentos (- ### -11.00 -10.40 -11.00 -10.30 -2.00 -2.00 -2.00 -2.00 -2.0 omentos (+ 2.00 2.00 2.00 2.00 2.0 10.90 10.70 8.90 9.30 7.30 Seccion bxh 25.00 x 40.00 25.00 x 40.00 25.00 x 40.00 25.00 x 40.00 25.00 x 2.- Caracteristicas de Diseño Material Fy 4200.00 kg/cm2 4200.00 kg/cm2 4200.00 kg/cm2 4200.00 kg/cm2 4200.00 f'c 210.00 kg/cm2 210.00 kg/cm2 210.00 kg/cm2 210.00 kg/cm2 210.00 Geometria d' 6.00 cm 6.00 cm 6.00 cm 6.00 cm 6.00 d 34.00 cm 34.00 cm 34.00 cm 34.00 cm 34.00 3.- Acero por Flexion Tramo 01 2.300 Tramo 02 3.400 Tramo 03 5.10 Tramo 04 5.100 Tramo 05 Acero (-) 9.82 9.93 9.29 9.93 9.19 2.85 2.85 2.85 2.85 2.8 Acero (+) 2.85 2.85 2.85 2.85 2.8 9.82 9.61 7.76 8.16 6.22 (-) K 37.72 6.92 38.06 6.92 35.99 6.92 38.06 6.92 35.64 6.92 (+) K 37.72 6.92 37.02 6.92 30.8 6.92 32.18 6.92 25.26 6.92 Factor a 11.80 11.80 11.80 11.80 11.80 11.80 11.80 11.80 11.80 11.80 Factor b ### 3780.00 3780.00 3780.00 3780.00 3780.00 3780.00 3780.00 3780.00 3780.00 Ø 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Cuantia (- 1.16% 0.19% 1.17% 0.19% 1.09% 0.19% 1.17% 0.19% 1.08% 0.19%
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DISEÑO DE ESTRUCTURAS
Transcript of Diseño de Estructuras de Concreto Armado
eje a-aDISEO POR FLEXION VIGA VS 25x40 EJE A-A/1-6 2 PISO1.- Momentos Flectores MayoradosTramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mMomentos (-)-10.90 -11.00 -10.40 -11.00 -10.30 -10.20 Tn-m-2.00 -2.00 -2.00 -2.00 -2.00 Tn-mMomentos (+)2.002.002.002.002.00Tn-m10.9010.708.909.307.306.90Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)9.829.939.299.939.199.08cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm29.829.617.768.166.225.84cm2
(-) K37.726.9238.066.9235.996.9238.066.9235.646.9235.29kg/cm2(+) K37.726.9237.026.9230.86.9232.186.9225.266.9223.88kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)1.16%0.19%1.17%0.19%1.09%0.19%1.17%0.19%1.08%0.19%1.07%Cuantia (+)1.16%0.19%1.13%0.19%0.91%0.19%0.96%0.19%0.73%0.19%0.69%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)9.82As(+)yAs(-)>As/4 ok9.93As(+)yAs(-)>As/4 ok9.29As(+)yAs(-)>As/4 ok9.93As(+)yAs(-)>As/4 ok9.19As(+)yAs(-)>As/4 ok9.08cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm29.82As(+)>As(-)/3 ok9.61As(+)>As(-)/3 ok7.76As(+)>As(-)/3 ok8.16As(+)>As(-)/3 ok6.22As(+)>As(-)/3 ok5.84cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"23/4"23/4"23/4"0.770.76666666671.13333333331.13333333331.71.71.71.71.61666666671.616666666711"11"11"11"11"11"
11"11"13/4"13/4"11/2"11/2"0.770.76666666671.13333333331.13333333331.71.71.71.71.61666666671.616666666723/4"23/4"23/4"23/4"23/4"DISEO POR FLEXION VIGA VS 25x40 EJE A-A/1-6 3 PISO1.- Momentos Flectores MayoradosTramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mMomentos (-)-6.30 -7.00 -6.40 -8.90 -8.50 -8.00 Tn-m-2.00 -2.00 -2.00 -2.00 -2.00 Tn-mMomentos (+)2.002.002.002.002.00Tn-m6.306.805.807.005.805.20Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)5.295.945.387.767.376.88cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm25.295.754.845.944.844.30cm2
(-) K21.86.9224.226.9222.156.9230.86.9229.416.9227.68kg/cm2(+) K21.86.9223.536.9220.076.9224.226.9220.076.9217.99kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)0.62%0.19%0.70%0.19%0.63%0.19%0.91%0.19%0.87%0.19%0.81%Cuantia (+)0.62%0.19%0.68%0.19%0.57%0.19%0.70%0.19%0.57%0.19%0.51%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)5.29As(+)yAs(-)>As/4 ok5.94As(+)yAs(-)>As/4 ok5.38As(+)yAs(-)>As/4 ok7.76As(+)yAs(-)>As/4 ok7.37As(+)yAs(-)>As/4 ok6.88cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm25.29As(+)>As(-)/3 ok5.75As(+)>As(-)/3 ok4.84As(+)>As(-)/3 ok5.94As(+)>As(-)/3 ok4.84As(+)>As(-)/3 ok4.30cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"23/4"23/4"23/4"0.76666666671.13333333331.71.71.71.61666666671.616666666711/2"15/8"15/8"11/2"
11/2"1.71.723/4"23/4"23/4"23/4"23/4"DISEO POR FLEXION VIGA VS 25x40 EJE A-A/1-6 4 PISO1.- Momentos Flectores MayoradosTramo 01Tramo 02Tramo 03Tramo 045.100Tramo 054.850mMomentos (-)-5.80 -4.60 -4.80 Tn-m-1.00 -1.00 Tn-mMomentos (+)1.001.00Tn-m4.704.003.65Tn-mSeccion bxh25.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm34.00 cm3.- Acero por Flexion
Tramo 01Tramo 02Tramo 03Tramo 045.100Tramo 054.850mAcero (-)2.853.783.95cm24.842.852.85cm2Acero (+)3.262.852.85cm22.853.262.96cm2
(-) K20.073.4615.923.4616.61kg/cm2(+) K13.843.4613.843.4612.63kg/cm2Factor a11.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.90Cuantia (-)0.57%0.09%0.44%0.09%0.46%Cuantia (+)0.38%0.09%0.38%0.09%0.35%Factor 10.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 010.000Tramo 020.000Tramo 030.00Tramo 045.100Tramo 054.850mAcero (-)2.85As(+)yAs(-)>As/4 ok3.78As(+)yAs(-)>As/4 ok3.95cm22.852.85cm2Acero (+)2.852.85cm22.85As(+)>As(-)/3 ok3.26As(+)>As(-)/3 ok2.96cm25.-Armado Acero Longitudinal por Flexion25/8"25/8"
25/8"25/8"
eje c-cDISEO POR FLEXION VIGA VS 25x40 EJE C-C/1-6 1 PISO1.- Momentos Flectores MayoradosTramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mMomentos (-)-4.50 -5.60 -4.40 -5.30 -7.20 -6.10 Tn-m-2.00 -2.00 -2.00 -2.00 -2.00 Tn-mMomentos (+)2.002.002.002.104.70Tn-m5.304.503.804.900.000.00Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)3.694.663.604.396.125.11cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.853.86cm24.393.693.094.042.852.85cm2
(-) K15.576.9219.386.9215.226.9218.346.9224.916.9221.11kg/cm2(+) K18.346.9215.576.9213.156.9216.967.27016.260kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)0.43%0.19%0.55%0.19%0.42%0.19%0.52%0.19%0.72%0.19%0.60%Cuantia (+)0.52%0.19%0.43%0.19%0.36%0.19%0.48%0.20%0.00%0.45%0.00%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)3.69As(+)yAs(-)>As/4 ok4.66As(+)yAs(-)>As/4 ok3.60As(+)yAs(-)>As/4 ok4.39As(+)yAs(-)>As/4 ok6.12As(+)yAs(-)>As/4 ok5.11cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.853.86cm24.39As(+)>As(-)/3 ok3.69As(+)>As(-)/3 ok3.09As(+)>As(-)/3 ok4.04As(+)>As(-)/3 ok2.85As(+)>As(-)/3 ok2.85cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"23/4"23/4"23/4"
23/4"23/4"23/4"23/4"23/4"DISEO POR FLEXION VIGA VS 25x40 EJE C-C/1-6 2 PISO1.- Momentos Flectores MayoradosTramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mMomentos (-)-12.10 -9.90 -11.85 -8.60 -10.40 -12.95 Tn-m-2.00 -2.00 -2.00 -2.00 -2.00 Tn-mMomentos (+)2.002.002.002.002.00Tn-m10.4011.3011.009.706.205.65Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)11.148.7710.867.479.2912.11cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm29.2910.259.938.565.204.70cm2
(-) K41.876.9234.266.92416.9229.766.9235.996.9244.81kg/cm2(+) K35.996.9239.16.9238.066.9233.566.9221.456.9219.55kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)1.31%0.19%1.03%0.19%1.28%0.19%0.88%0.19%1.09%0.19%1.43%Cuantia (+)1.09%0.19%1.21%0.19%1.17%0.19%1.01%0.19%0.61%0.19%0.55%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)11.14As(+)yAs(-)>As/4 ok8.77As(+)yAs(-)>As/4 ok10.86As(+)yAs(-)>As/4 ok7.47As(+)yAs(-)>As/4 ok9.29As(+)yAs(-)>As/4 ok12.11cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm29.29As(+)>As(-)/3 ok10.25As(+)>As(-)/3 ok9.93As(+)>As(-)/3 ok8.56As(+)>As(-)/3 ok5.20As(+)>As(-)/3 ok4.70cm25.-Armado Acero Longitudinal por Flexion21"21"21"21"21"0.771.13333333331.71.616666666711/2"11/2"15/8"
11"11"11"13/4"0.770.76666666671.13333333331.13333333331.71.71.723/4"23/4"23/4"23/4"23/4"DISEO POR FLEXION VIGA VS 25x40 EJE C-C/1-6 3 PISO1.- Momentos Flectores MayoradosTramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mMomentos (-)-7.80 -5.70 -7.70 -7.30 -9.00 -11.50 Tn-m-2.00 -2.00 -2.00 -2.00 -2.00 Tn-mMomentos (+)2.002.002.002.002.00Tn-m6.607.106.708.505.104.70Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)6.694.756.596.227.8610.47cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm25.576.035.667.374.223.86cm2
(-) K26.996.9219.726.9226.646.9225.266.9231.146.9239.79kg/cm2(+) K22.846.9224.576.9223.186.9229.416.9217.656.9216.26kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)0.79%0.19%0.56%0.19%0.78%0.19%0.73%0.19%0.92%0.19%1.23%Cuantia (+)0.65%0.19%0.71%0.19%0.67%0.19%0.87%0.19%0.50%0.19%0.45%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)6.69As(+)yAs(-)>As/4 ok4.75As(+)yAs(-)>As/4 ok6.59As(+)yAs(-)>As/4 ok6.22As(+)yAs(-)>As/4 ok7.86As(+)yAs(-)>As/4 ok10.47cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm25.57As(+)>As(-)/3 ok6.03As(+)>As(-)/3 ok5.66As(+)>As(-)/3 ok7.37As(+)>As(-)/3 ok4.22As(+)>As(-)/3 ok3.86cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"23/4"23/4"23/4"0.771.13333333331.71.71.71.71.61666666671.616666666711/2"11/2"11/2"13/4"11"
11/2"15/8"0.76666666671.13333333331.71.723/4"23/4"23/4"23/4"23/4"DISEO POR FLEXION VIGA VS 25x40 EJE C-C/4-6 4 PISO1.- Momentos Flectores MayoradosTramo 01Tramo 02Tramo 03Tramo 045.100Tramo 054.850mMomentos (-)-5.60 -4.40 -5.90 Tn-m-1.00 -1.00 Tn-mMomentos (+)1.001.00Tn-m4.504.203.60Tn-mSeccion bxh25.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm34.00 cm3.- Acero por Flexion
Tramo 01Tramo 02Tramo 03Tramo 045.100Tramo 054.850mAcero (-)2.853.604.93cm24.662.852.85cm2Acero (+)3.432.852.85cm22.853.432.92cm2
(-) K19.383.4615.223.4620.42kg/cm2(+) K14.533.4614.533.4612.46kg/cm2Factor a11.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.90Cuantia (-)0.55%0.09%0.42%0.09%0.58%Cuantia (+)0.40%0.09%0.40%0.09%0.34%Factor 10.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 010.000Tramo 020.000Tramo 030.00Tramo 045.100Tramo 054.850mAcero (-)2.85As(+)yAs(-)>As/4 ok3.60As(+)yAs(-)>As/4 ok4.93cm22.852.85cm2Acero (+)2.852.85cm22.85As(+)>As(-)/3 ok3.43As(+)>As(-)/3 ok2.92cm25.-Armado Acero Longitudinal por Flexion25/8"25/8"1.616666666711/2"
25/8"25/8"
eje f-fDISEO POR FLEXION VIGA VS 25x40 EJE F-F/1-6 1 PISO1.- Momentos Flectores MayoradosTramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mMomentos (-)-5.80 -5.30 -5.65 -5.45 -5.25 -5.10 Tn-m-1.50 -1.50 -1.50 -1.50 -1.50 Tn-mMomentos (+)1.501.501.501.501.50Tn-m5.205.104.302.655.705.40Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)4.844.394.704.534.354.22cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm24.304.223.522.854.754.48cm2
(-) K20.075.1918.345.1919.555.1918.865.1918.175.1917.65kg/cm2(+) K17.995.1917.655.1914.885.199.175.1919.725.1918.69kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)0.57%0.14%0.52%0.14%0.55%0.14%0.53%0.14%0.51%0.14%0.50%Cuantia (+)0.51%0.14%0.50%0.14%0.41%0.14%0.25%0.14%0.56%0.14%0.53%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)4.84As(+)yAs(-)>As/4 ok4.39As(+)yAs(-)>As/4 ok4.70As(+)yAs(-)>As/4 ok4.53As(+)yAs(-)>As/4 ok4.35As(+)yAs(-)>As/4 ok4.22cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm24.30As(+)>As(-)/3 ok4.22As(+)>As(-)/3 ok3.52As(+)>As(-)/3 ok2.85As(+)>As(-)/3 ok4.75As(+)>As(-)/3 ok4.48cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"23/4"23/4"23/4"
23/4"23/4"23/4"23/4"23/4"DISEO POR FLEXION VIGA VS 25x40 EJE F-F/1-6 2 PISO1.- Momentos Flectores MayoradosTramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mMomentos (-)-11.70 -10.50 -10.90 -9.50 -9.50 -11.40 Tn-m-2.00 -2.00 -2.00 -2.00 -2.00 Tn-mMomentos (+)2.002.002.002.002.00Tn-m10.7510.609.506.707.858.35Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)10.699.399.828.368.3610.36cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm29.669.508.365.666.747.22cm2
(-) K40.486.9236.336.9237.726.9232.876.9232.876.9239.45kg/cm2(+) K37.26.9236.686.9232.876.9223.186.9227.166.9228.89kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)1.26%0.19%1.11%0.19%1.16%0.19%0.98%0.19%0.98%0.19%1.22%Cuantia (+)1.14%0.19%1.12%0.19%0.98%0.19%0.67%0.19%0.79%0.19%0.85%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)10.69As(+)yAs(-)>As/4 ok9.39As(+)yAs(-)>As/4 ok9.82As(+)yAs(-)>As/4 ok8.36As(+)yAs(-)>As/4 ok8.36As(+)yAs(-)>As/4 ok10.36cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm29.66As(+)>As(-)/3 ok9.50As(+)>As(-)/3 ok8.36As(+)>As(-)/3 ok5.66As(+)>As(-)/3 ok6.74As(+)>As(-)/3 ok7.22cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"23/4"23/4"23/4"0.770.76666666671.13333333331.13333333331.71.71.71.71.61666666671.616666666711"11"11"13/4"13/4"11"
11"11"13/4"11/2"15/8"0.770.76666666671.13333333331.13333333331.71.71.61666666671.616666666723/4"23/4"23/4"23/4"23/4"DISEO POR FLEXION VIGA VS 25x40 EJE F-F/1-6 3 PISO1.- Momentos Flectores MayoradosTramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mMomentos (-)-7.20 -6.00 -6.70 -6.50 -6.60 -8.20 Tn-m-2.00 -2.00 -2.00 -2.00 -2.00 Tn-mMomentos (+)2.002.002.002.002.00Tn-m6.706.206.205.656.856.40Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)6.125.025.665.475.577.07cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm25.665.205.204.705.805.38cm2
(-) K24.916.9220.766.9223.186.9222.496.9222.846.9228.37kg/cm2(+) K23.186.9221.456.9221.456.9219.556.9223.76.9222.15kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)0.72%0.19%0.59%0.19%0.67%0.19%0.64%0.19%0.65%0.19%0.83%Cuantia (+)0.67%0.19%0.61%0.19%0.61%0.19%0.55%0.19%0.68%0.19%0.63%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300Tramo 023.400Tramo 035.10Tramo 045.100Tramo 054.850mAcero (-)6.12As(+)yAs(-)>As/4 ok5.02As(+)yAs(-)>As/4 ok5.66As(+)yAs(-)>As/4 ok5.47As(+)yAs(-)>As/4 ok5.57As(+)yAs(-)>As/4 ok7.07cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm25.66As(+)>As(-)/3 ok5.20As(+)>As(-)/3 ok5.20As(+)>As(-)/3 ok4.70As(+)>As(-)/3 ok5.80As(+)>As(-)/3 ok5.38cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"23/4"23/4"23/4"0.771.616666666711/2"15/8"
23/4"23/4"23/4"23/4"23/4"DISEO POR FLEXION VIGA VS 25x40 EJE F-F/4-6 4 PISO1.- Momentos Flectores MayoradosTramo 01Tramo 02Tramo 03Tramo 045.100Tramo 054.850mMomentos (-)-4.50 -3.70 -4.40 Tn-m-1.00 -1.00 Tn-mMomentos (+)1.001.00Tn-m3.653.203.30Tn-mSeccion bxh25.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm34.00 cm3.- Acero por Flexion
Tramo 01Tramo 02Tramo 03Tramo 045.100Tramo 054.850mAcero (-)2.853.003.60cm23.692.852.85cm2Acero (+)2.852.852.85cm22.852.852.85cm2
(-) K15.573.4612.83.4615.22kg/cm2(+) K11.073.4611.073.4611.42kg/cm2Factor a11.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.90Cuantia (-)0.43%0.09%0.35%0.09%0.42%Cuantia (+)0.30%0.09%0.30%0.09%0.31%Factor 10.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 010.000Tramo 020.000Tramo 030.00Tramo 045.100Tramo 054.850mAcero (-)2.85As(+)yAs(-)>As/4 ok3.00As(+)yAs(-)>As/4 ok3.60cm22.852.85cm2Acero (+)2.852.85cm22.85As(+)>As(-)/3 ok2.85As(+)>As(-)/3 ok2.85cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"
23/4"23/4"
VCH25X20DISEO POR FLEXION VIGA VS 25x40 EJE A-A /1-2 1 PISO1.- Momentos Flectores MayoradosTramo 012.300mMomentos (-)-2.75 -2.75 Tn-mMomentos (+)1.95Tn-mSeccion bxh25.00 x20.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'4.00 cmd16.00 cm3.- Acero por FlexionTramo 012.300mAcero (-)5.415.41cm2Acero (+)3.61cm2
(-) K42.9742.97kg/cm2(+) K30.47kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)1.35%1.35%Cuantia (+)0.90%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo1.341.341.34cm2Acero Minimo1.101.101.10cm2Acero Maximo4.284.284.28cm24.- Solicitaciones para el Diseo Sismico
Tramo 012.300mAcero (-)5.41As(+)yAs(-)>As/4 ok5.41cm2
Acero (+)3.61cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion35/8"
31/2"
EJE A-A 1 PISODISEO POR FLEXION VIGA VS 25x40 EJE A-A /1-2 1 PISO1.- Momentos Flectores MayoradosTramo 011.900mMomentos (-)-4.70 -3.70 Tn-mMomentos (+)4.45Tn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por FlexionTramo 011.900mAcero (-)3.863.00cm2Acero (+)3.65cm2
(-) K16.2612.8kg/cm2(+) K15.4kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.45%0.35%Cuantia (+)0.43%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.900mAcero (-)3.86As(+)yAs(-)>As/4 ok3.00cm2
Acero (+)3.65cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"
25/8"
EJE 1-1DISEO POR FLEXION VIGA VS 25x40 EJE 1-1/A-F1.- Momentos Flectores MayoradosTramo 011.525Tramo 021.525Tramo 032.80Tramo 041.525Tramo 051.525mMomentos (-)-7.30 -7.30 -7.30 -7.30 -7.30 -7.30 Tn-m-2.00 -2.00 -2.00 -2.00 -2.00 Tn-mMomentos (+)2.002.002.002.002.00Tn-m7.307.307.307.307.307.30Tn-mSeccion bxh25.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.0025.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cm6.00 cm6.00 cm6.00 cmd34.00 cm34.00 cm34.00 cm34.00 cm34.00 cm3.- Acero por Flexion
Tramo 011.525Tramo 021.525Tramo 032.80Tramo 041.525Tramo 051.525mAcero (-)6.226.226.226.226.226.22cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm26.226.226.226.226.226.22cm2
(-) K25.266.9225.266.9225.266.9225.266.9225.266.9225.26kg/cm2(+) K25.266.9225.266.9225.266.9225.266.9225.266.9225.26kg/cm2Factor a11.8011.8011.8011.8011.8011.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.900.900.900.900.900.90Cuantia (-)0.73%0.19%0.73%0.19%0.73%0.19%0.73%0.19%0.73%0.19%0.73%Cuantia (+)0.73%0.19%0.73%0.19%0.73%0.19%0.73%0.19%0.73%0.19%0.73%Factor 10.850.850.850.850.850.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.852.852.852.852.852.852.852.852.85cm2Acero Minimo2.352.352.352.352.352.352.352.352.352.352.35cm2Acero Maximo9.109.109.109.109.109.109.109.109.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.525Tramo 021.525Tramo 032.80Tramo 041.525Tramo 051.525mAcero (-)6.22As(+)yAs(-)>As/4 ok6.22As(+)yAs(-)>As/4 ok6.22As(+)yAs(-)>As/4 ok6.22As(+)yAs(-)>As/4 ok6.22As(+)yAs(-)>As/4 ok6.22cm22.852.852.852.852.85cm2Acero (+)2.852.852.852.852.85cm26.22As(+)>As(-)/3 ok6.22As(+)>As(-)/3 ok6.22As(+)>As(-)/3 ok6.22As(+)>As(-)/3 ok6.22As(+)>As(-)/3 ok6.22cm25.-Armado Acero Longitudinal por Flexion23/4"23/4"23/4"23/4"23/4"0.510.50833333330.50833333330.50833333330.93333333330.93333333330.50833333330.50833333330.50833333330.508333333315/8"15/8"15/8"15/8"15/8"15/8"
15/8"15/8"15/8"15/8"15/8"15/8"0.510.50833333330.50833333330.50833333330.93333333330.93333333330.50833333330.50833333330.50833333330.508333333323/4"23/4"23/4"23/4"23/4"
EJE 2-2DISEO POR FLEXION VIGA VP 30x60 y VS 25x40 EJE 2-2/A-F 1 y 2 Piso1.- Momentos Flectores MayoradosTramo 013.800Tramo 027.00mMomentos (-)-9.50 -9.50 -22.80 -22.80 Tn-mTn-mMomentos (+)3.6012.70Tn-mTn-mSeccion bxh25.00 x40.0030.00 x60.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm54.00 cm3.- Acero por Flexion
Tramo 013.800Tramo 027.00mAcero (-)8.368.3612.2612.26cm2
Acero (+)2.926.53cm2
(-) K32.8732.8726.0626.06kg/cm2(+) K12.4614.52kg/cm2Factor a11.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.90Cuantia (-)0.98%0.98%0.76%0.76%Cuantia (+)0.34%0.40%Factor 10.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.855.445.445.44cm2Acero Minimo2.352.352.354.474.474.47cm2Acero Maximo9.109.109.1017.3517.3517.35cm24.- Solicitaciones para el Diseo Sismico
Tramo 013.800Tramo 037.00mAcero (-)8.36As(+)yAs(-)>As/4 ok8.3612.26As(+)yAs(-)>As/4 ok12.26cm2
Acero (+)2.926.53cm2As(+)>As(-)/3 okAs(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion23/4"21"1.26666666671.26666666672.33333333332.333333333313/4"13/4"13/4"13/4"
15/8"25/8"0.70.723/4"
EJE 2-2 (2)DISEO POR FLEXION VIGA VP 30x60 y VS 25x40 EJE 2-2/A-F 3 Piso1.- Momentos Flectores MayoradosTramo 013.800Tramo 027.00mMomentos (-)-7.80 -7.80 -15.50 -15.50 Tn-mTn-mMomentos (+)3.0012.20Tn-mTn-mSeccion bxh25.00 x40.0030.00 x60.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm54.00 cm3.- Acero por Flexion
Tramo 013.800Tramo 027.00mAcero (-)6.696.698.078.07cm2
Acero (+)2.856.26cm2
(-) K26.9926.9917.7217.72kg/cm2(+) K10.3813.95kg/cm2Factor a11.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.90Cuantia (-)0.79%0.79%0.50%0.50%Cuantia (+)0.28%0.39%Factor 10.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.855.445.445.44cm2Acero Minimo2.352.352.354.474.474.47cm2Acero Maximo9.109.109.1017.3517.3517.35cm24.- Solicitaciones para el Diseo Sismico
Tramo 013.800Tramo 037.00mAcero (-)6.69As(+)yAs(-)>As/4 ok6.698.07As(+)yAs(-)>As/4 ok8.07cm2
Acero (+)2.856.26cm2As(+)>As(-)/3 okAs(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion23/4"23/4"1.26666666671.26666666672.33333333332.333333333311/2"11/2"13/4"13/4"
11/2"25/8"0.70.723/4"
EJE 3-3DISEO POR FLEXION VIGA VP 30x60 y VS 25x40 EJE 3-3/A-F 1 y 3 Piso1.- Momentos Flectores MayoradosTramo 011.950Tramo 027.00mMomentos (-)-10.00 -10.00 -28.20 -28.20 Tn-mTn-mMomentos (+)4.0019.00Tn-mTn-mSeccion bxh25.00 x40.0030.00 x60.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm54.00 cm3.- Acero por Flexion
Tramo 011.950Tramo 027.00mAcero (-)8.878.8715.5915.59cm2
Acero (+)3.2610.04cm2
(-) K34.634.632.2432.24kg/cm2(+) K13.8421.72kg/cm2Factor a11.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.90Cuantia (-)1.04%1.04%0.96%0.96%Cuantia (+)0.38%0.62%Factor 10.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.855.445.445.44cm2Acero Minimo2.352.352.354.474.474.47cm2Acero Maximo9.109.109.1017.3517.3517.35cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.950Tramo 037.00mAcero (-)8.87As(+)yAs(-)>As/4 ok8.8715.59As(+)yAs(-)>As/4 ok15.59cm2
Acero (+)3.2610.04cm2As(+)>As(-)/3 okAs(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"21"0.650.652.33333333332.333333333311"11"23/4"23/4"
25/8"21"
EJE 4-4DISEO POR FLEXION VIGA VP 30x60 y VS 25x40 EJE 4-4/A-F 1 y 3 Piso1.- Momentos Flectores MayoradosTramo 013.800Tramo 027.00mMomentos (-)-10.10 -10.10 -25.50 -25.50 Tn-mTn-mMomentos (+)5.8022.50Tn-mTn-mSeccion bxh25.00 x40.0030.00 x60.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm54.00 cm3.- Acero por Flexion
Tramo 013.800Tramo 027.00mAcero (-)8.988.9813.9013.90cm2
Acero (+)4.8412.09cm2
(-) K34.9534.9529.1529.15kg/cm2(+) K20.0725.72kg/cm2Factor a11.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.90Cuantia (-)1.06%1.06%0.86%0.86%Cuantia (+)0.57%0.75%Factor 10.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.855.445.445.44cm2Acero Minimo2.352.352.354.474.474.47cm2Acero Maximo9.109.109.1017.3517.3517.35cm24.- Solicitaciones para el Diseo Sismico
Tramo 013.800Tramo 037.00mAcero (-)8.98As(+)yAs(-)>As/4 ok8.9813.90As(+)yAs(-)>As/4 ok13.90cm2
Acero (+)4.8412.09cm2As(+)>As(-)/3 okAs(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"21"1.26666666671.26666666672.33333333332.333333333311"11"25/8"25/8"
13/4"23/4"0.70.721"
EJE 4-4 (2)DISEO POR FLEXION VIGA VP 30x60 y VS 25x40 EJE 4-4/A-F 4 Piso1.- Momentos Flectores MayoradosTramo 013.800Tramo 027.00mMomentos (-)-3.80 -3.80 -4.00 -4.00 Tn-mTn-mMomentos (+)4.004.00Tn-mTn-mSeccion bxh25.00 x40.0030.00 x60.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm54.00 cm3.- Acero por Flexion
Tramo 013.800Tramo 027.00mAcero (-)3.093.095.445.44cm2
Acero (+)3.265.44cm2
(-) K13.1513.154.574.57kg/cm2(+) K13.844.57kg/cm2Factor a11.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.90Cuantia (-)0.36%0.36%0.12%0.12%Cuantia (+)0.38%0.12%Factor 10.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.855.445.445.44cm2Acero Minimo2.352.352.354.474.474.47cm2Acero Maximo9.109.109.1017.3517.3517.35cm24.- Solicitaciones para el Diseo Sismico
Tramo 013.800Tramo 037.00mAcero (-)3.09As(+)yAs(-)>As/4 ok3.095.44As(+)yAs(-)>As/4 ok5.44cm2
Acero (+)3.265.44cm2As(+)>As(-)/3 okAs(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"23/4"
25/8"23/4"
EJE 5-5DISEO POR FLEXION VIGA VP 30x60 y VS 25x40 EJE 5-5/A-F 1 y 3 Piso1.- Momentos Flectores MayoradosTramo 013.800Tramo 027.00mMomentos (-)-8.00 -8.00 -24.00 -24.00 Tn-mTn-mMomentos (+)4.0024.20Tn-mTn-mSeccion bxh25.00 x40.0030.00 x60.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm54.00 cm3.- Acero por Flexion
Tramo 013.800Tramo 027.00mAcero (-)6.886.8812.9812.98cm2
Acero (+)3.2613.11cm2
(-) K27.6827.6827.4327.43kg/cm2(+) K13.8427.66kg/cm2Factor a11.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.90Cuantia (-)0.81%0.81%0.80%0.80%Cuantia (+)0.38%0.81%Factor 10.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.855.445.445.44cm2Acero Minimo2.352.352.354.474.474.47cm2Acero Maximo9.109.109.1017.3517.3517.35cm24.- Solicitaciones para el Diseo Sismico
Tramo 013.800Tramo 037.00mAcero (-)6.88As(+)yAs(-)>As/4 ok6.8812.98As(+)yAs(-)>As/4 ok12.98cm2
Acero (+)3.2613.11cm2As(+)>As(-)/3 okAs(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion23/4"21"1.26666666671.26666666672.33333333332.333333333311/2"11/2"13/4"13/4"
25/8"25/8"0.70.721"
EJE 5-5 (2)DISEO POR FLEXION VIGA VP 30x60 y VS 25x40 EJE 5-5/A-F 4 Piso1.- Momentos Flectores MayoradosTramo 013.800Tramo 027.00mMomentos (-)-4.60 -4.60 -4.60 -4.60 Tn-mTn-mMomentos (+)3.003.00Tn-mTn-mSeccion bxh25.00 x40.0030.00 x60.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm24200.00 kg/cm2f'c210.00 kg/cm2210.00 kg/cm2Geometriad'6.00 cm6.00 cmd34.00 cm54.00 cm3.- Acero por Flexion
Tramo 013.800Tramo 027.00mAcero (-)3.783.785.445.44cm2
Acero (+)2.855.44cm2
(-) K15.9215.925.265.26kg/cm2(+) K10.383.43kg/cm2Factor a11.8011.8011.8011.8011.8011.80Factor b3780.003780.003780.003780.003780.003780.00kg/cm20.900.900.900.900.900.90Cuantia (-)0.44%0.44%0.14%0.14%Cuantia (+)0.28%0.09%Factor 10.850.850.850.850.850.85Cuantia Base2.14%2.14%2.14%2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%1.07%1.07%1.07%Acero Minimo2.852.852.855.445.445.44cm2Acero Minimo2.352.352.354.474.474.47cm2Acero Maximo9.109.109.1017.3517.3517.35cm24.- Solicitaciones para el Diseo Sismico
Tramo 013.800Tramo 037.00mAcero (-)3.78As(+)yAs(-)>As/4 ok3.785.44As(+)yAs(-)>As/4 ok5.44cm2
Acero (+)2.855.44cm2As(+)>As(-)/3 okAs(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"23/4"
25/8"23/4"
VIGAS ZOTANODISEO POR FLEXION VIGA VS 25x40 ZOTANO EJE 3-31.- Momentos Flectores MayoradosTramo 011.950mMomentos (-)-4.20 -4.20 Tn-mTn-mMomentos (+)2.80Tn-mTn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por Flexion
Tramo 011.950mAcero (-)3.433.43cm2
Acero (+)2.85cm2
(-) K14.5314.53kg/cm2(+) K9.69kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.40%0.40%Cuantia (+)0.26%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.950mAcero (-)3.43As(+)yAs(-)>As/4 ok3.43cm2
Acero (+)2.85cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"
25/8"
VIGAS ZOTANO (2)DISEO POR FLEXION VIGA VS 25x40 ZOTANO EJE 4-4 y 5-51.- Momentos Flectores MayoradosTramo 011.950mMomentos (-)-5.40 -5.40 Tn-mTn-mMomentos (+)5.20Tn-mTn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por Flexion
Tramo 011.950mAcero (-)4.484.48cm2
Acero (+)4.30cm2
(-) K18.6918.69kg/cm2(+) K17.99kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.53%0.53%Cuantia (+)0.51%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.950mAcero (-)4.48As(+)yAs(-)>As/4 ok4.48cm2
Acero (+)4.30cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"+11/2"
25/8"25/8"+11/2"
VIGAS ZOTANO (3)DISEO POR FLEXION VIGA VS 25x40 ZOTANO EJE 3-4/A-C1.- Momentos Flectores MayoradosTramo 011.900mMomentos (-)-1.00 -1.00 Tn-mTn-mMomentos (+)1.00Tn-mTn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por Flexion
Tramo 011.900mAcero (-)2.852.85cm2
Acero (+)2.85cm2
(-) K3.463.46kg/cm2(+) K3.46kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.09%0.09%Cuantia (+)0.09%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.900mAcero (-)2.85As(+)yAs(-)>As/4 ok2.85cm2
Acero (+)2.85cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"
25/8"25/8"
EJE 3-4A-CDISEO POR FLEXION VIGA VS 25x40 EJE 3-4/A-C 1,2,3 y 4 Piso1.- Momentos Flectores MayoradosTramo 011.900mMomentos (-)-3.50 -3.50 Tn-mTn-mMomentos (+)2.80Tn-mTn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por Flexion
Tramo 011.900mAcero (-)2.852.85cm2
Acero (+)2.85cm2
(-) K12.1112.11kg/cm2(+) K9.69kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.33%0.33%Cuantia (+)0.26%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.900mAcero (-)2.85As(+)yAs(-)>As/4 ok2.85cm2
Acero (+)2.85cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"
25/8"25/8"
acensorDISEO POR FLEXION VIGA VS 25x40 ACENSOR ZOTANO1.- Momentos Flectores MayoradosTramo 011.900mMomentos (-)-0.30 -0.50 Tn-mMomentos (+)0.40Tn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por FlexionTramo 011.900mAcero (-)2.852.85cm2Acero (+)2.85cm2
(-) K1.041.73kg/cm2(+) K1.38kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.03%0.05%Cuantia (+)0.04%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.900mAcero (-)2.85As(+)yAs(-)>As/4 ok2.85cm2
Acero (+)2.85cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"
25/8"
DISEO POR FLEXION VIGA VS 25x40 ACENSOR 1 PISO1.- Momentos Flectores MayoradosTramo 011.900mMomentos (-)-2.05 -2.20 Tn-mMomentos (+)2.20Tn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por FlexionTramo 011.900mAcero (-)2.852.85cm2Acero (+)2.85cm2
(-) K7.097.61kg/cm2(+) K7.61kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.19%0.21%Cuantia (+)0.21%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.900mAcero (-)2.85As(+)yAs(-)>As/4 ok2.85cm2
Acero (+)2.85cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"
25/8"
DISEO POR FLEXION VIGA VS 25x40 ACENSOR 2 PISO1.- Momentos Flectores MayoradosTramo 011.900mMomentos (-)-6.15 -5.70 Tn-mMomentos (+)6.50Tn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por FlexionTramo 011.900mAcero (-)5.154.75cm2Acero (+)5.47cm2
(-) K21.2819.72kg/cm2(+) K22.49kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.61%0.56%Cuantia (+)0.64%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.900mAcero (-)5.15As(+)yAs(-)>As/4 ok4.75cm2
Acero (+)5.47cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion23/4"
23/4"
DISEO POR FLEXION VIGA VS 25x40 ACENSOR 3 PISO1.- Momentos Flectores MayoradosTramo 011.900mMomentos (-)-4.20 -4.00 Tn-mMomentos (+)4.40Tn-mSeccion bxh25.00 x40.002.- Caracteristicas de DiseoMaterialFy4200.00 kg/cm2f'c210.00 kg/cm2Geometriad'6.00 cmd34.00 cm3.- Acero por FlexionTramo 011.900mAcero (-)3.433.26cm2Acero (+)3.60cm2
(-) K14.5313.84kg/cm2(+) K15.22kg/cm2Factor a11.8011.8011.80Factor b3780.003780.003780.00kg/cm20.900.900.90Cuantia (-)0.40%0.38%Cuantia (+)0.42%Factor 10.850.850.85Cuantia Base2.14%2.14%2.14%Cuantia Max1.07%1.07%1.07%Acero Minimo2.852.852.85cm2Acero Minimo2.352.352.35cm2Acero Maximo9.109.109.10cm24.- Solicitaciones para el Diseo Sismico
Tramo 011.900mAcero (-)3.43As(+)yAs(-)>As/4 ok3.26cm2
Acero (+)3.60cm2As(+)>As(-)/3 ok5.-Armado Acero Longitudinal por Flexion25/8"
25/8"
Hoja22.545.067074791001.9052.8502295699001.58751.979326090235.93797827071.271.2667686977005.9379782707
Hoja3
