longitud de desarrollo.xlsx

ORIGINAL ESCALERASEGUNDO PISO Viga Eje D 3 - 4bw = 30cm0.3mconvertidor unidadesh =60cm0.6m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =54cm0.54mTon-mkg-cm3/42.8412120000015.1

34DerechaIzquierda

Nudo - 1Nudo - 2

tramo +

Cuantia Balanceada Cuantia maximaCuantia minimaAs minimoAs maximo

tramo - 0.0210.01590.00335.4025.82

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 15.655650002.222.835.40acero minimoTRUE5.405.40226.580.0017TRUE13.16TRUENudo + 17.177170002.833.615.40acero minimoTRUETRUE5.405.405.40226.580.0022TRUE13.08TRUEtramo + 0.98980000.380.485.40acero minimoTRUE5.405.40226.580.0003TRUE13.38TRUEtramo - 1.41400000.540.695.40acero minimoTRUE5.405.40226.580.0004TRUE13.36TRUENudo - 27.567560002.993.815.40acero minimoTRUE5.405.40226.580.0024TRUE13.06TRUENudo + 25.375370002.102.685.40acero minimoTRUETRUE5.405.405.40226.580.0017TRUE13.17TRUESEGUNDO PISO Viga Eje B 3 - 4-VOLDADObw = 30cm0.3mconvertidor unidadesh =60cm0.6m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =54cm0.54mTon-mkg-cm3/42.8412120000015.1

34DerechaIzquierda

Nudo - 1Nudo - 2Nudo -2

tramo +


tramo - 0.0210.01590.00335.4025.82

Nudo + 1Nudo + 2Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 113.8313830005.607.155.40okTRUE7.157.153211.680.0044TRUE22.60TRUENudo + 116.7516750006.878.765.40okTRUETRUE8.768.768.763211.680.0054TRUE22.32TRUEtramo + 0.53530000.200.265.40acero minimoTRUE5.405.40216.840.0002TRUE13.94TRUEtramo - 1.821820000.700.905.40acero minimoTRUE5.405.40216.840.0006TRUE13.87TRUENudo - 220.3719.1520370008.5010.835.40okTRUE10.8310.833211.680.0067TRUE21.97TRUENudo + 211.7011700004.705.995.40okTRUETRUE5.995.995.99216.840.0037TRUE13.35TRUEtramo + 9.019010003.584.575.40acero minimoTRUE5.405.40216.840.0028TRUE13.50TRUEtramo - 000.000.005.40acero minimoTRUE5.405.40216.840.0000TRUE13.96TRUESEGUNDO PISO Viga Eje 3 D - Bbw = 30cm0.3mconvertidor unidadesh =55cm0.55m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =49cm0.49mTon-mkg-cm3/42.8412120000015.1

DBDerechaIzquierda

Nudo - 1Nudo - 2

tramo +


tramo - 0.0210.01590.00334.9023.43

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 19.879870004.375.584.90okTRUE5.585.58226.580.0038TRUE11.64TRUENudo + 19.769760004.325.514.90okTRUETRUE5.515.515.51226.580.0038TRUE11.65TRUEtramo + 1.061060000.450.574.90acero minimoTRUE4.904.90125.290.0004TRUE9.75TRUEtramo - 1.691690000.720.924.90acero minimoTRUE4.904.90125.290.0006TRUE9.73TRUENudo - 210.510500004.675.954.90okTRUE5.955.95226.580.0040TRUE11.61TRUENudo + 29.359350004.135.274.90okTRUETRUE5.275.275.27226.580.0036TRUE11.67TRUESEGUNDO PISO Viga Eje 4 D - Bbw = 30cm0.3mconvertidor unidadesh =55cm0.55m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =49cm0.49mTon-mkg-cm3/42.8412120000015.1

DBDerechaIzquierda

Nudo - 1Nudo - 2

tramo +


tramo - 0.0210.01590.00334.9023.43

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 111.0211020004.916.264.90okTRUE6.266.26226.580.0043TRUE11.58TRUENudo + 19.499490004.205.354.90okTRUETRUE5.355.355.35226.580.0036TRUE11.67TRUEtramo + 1.031030000.440.564.90acero minimoTRUE4.904.90125.290.0004TRUE9.75TRUEtramo - 1.611610000.690.884.90acero minimoTRUE4.904.90125.290.0006TRUE9.73TRUENudo - 28.718710003.844.894.90acero minimoTRUE4.904.90125.290.0033TRUE9.41TRUENudo + 29.219210004.075.194.90okTRUETRUE5.195.195.19226.580.0035TRUE11.68TRUE

ORIGINAL BLOQUE 3PRIMER PISO Viga Eje 1 A-B-C-E-Fbw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

ABCEFDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierda

Nudo - 1Nudo - 2Nudo - 2Nudo - 3Nudo - 3Nudo - 4Nudo - 5

tramo + Atramo + Btramo + Ctramo + D


tramo - Atramo - Btramo - Ctramo - D0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.547540004.504.783.67okTRUE4.784.78125.290.0048TRUE8.35TRUENudo + 16.526520003.864.103.67okTRUETRUE4.104.104.10214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 26.927.387380004.404.673.67okTRUE4.674.67125.290.0048TRUE8.36TRUENudo + 26.246.606600003.914.153.67okTRUETRUE4.154.154.15214.580.0042TRUE7.28TRUEtramo + B0.19190000.110.113.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - B0.35350000.200.213.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUENudo - 37.336.417330004.364.643.67okTRUE4.644.64125.290.0048TRUE8.36TRUENudo + 36.754.286750004.004.253.67okTRUETRUE4.254.254.25125.290.0048TRUE8.40TRUEtramo + C0.73730000.420.443.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - C1.171170000.670.713.67acero minimoTRUE3.673.67214.580.0042TRUE7.56TRUENudo - 46.386.726720003.984.233.67okTRUE4.234.23214.580.0042TRUE7.27TRUENudo + 44.265.845840003.443.653.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.32TRUEtramo + D0.63630000.360.383.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUEtramo - D1.661660000.951.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUENudo - 56.386380004.574.053.67okTRUE4.054.05214.580.0042TRUE7.22TRUENudo + 55.595590003.293.493.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.33TRUEPRIMER PISO Viga Eje 2 G-A-B-C-D-E-Fbw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

GABCDEFDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierda

Nudo - 1Nudo - 2Nudo - 2Nudo - 3Nudo - 3Nudo - 4Nudo - 5Nudo - 5Nudo + 6Nudo + 6Nudo + 7

tramo + Atramo + Btramo + Ctramo + Dtramo + Etramo + F


tramo - Atramo - Btramo - Ctramo - Dtramo - Etramo - F0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Nudo + 5Nudo + 6Nudo + 6Nudo + 7Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 10.0440000.020.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo + 10.30300000.170.183.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.60TRUEtramo + A0.14140000.080.083.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A0.0110000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo - 20.567.427420004.424.703.67okTRUE4.704.70125.290.0048TRUE8.36TRUENudo + 20.056.386380003.774.013.67okTRUETRUE4.014.014.01214.580.0042TRUE7.29TRUEtramo + B0.78780000.440.473.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - B1.681680000.961.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 36.767.027020004.174.433.67okTRUE4.434.43214.580.0042TRUE7.26TRUENudo + 36.086.736730003.994.243.67okTRUETRUE4.244.244.24214.580.0042TRUE7.27TRUEtramo + C0.0440000.020.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C0.16160000.090.103.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 46.837.127120004.234.503.67okTRUE4.504.50214.580.0042TRUE7.25TRUENudo + 46.697.197190004.284.543.67okTRUETRUE4.544.544.54214.580.0042TRUE7.25TRUEtramo + D1.681680000.961.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUEtramo - D2.152150001.231.313.67acero minimoTRUE3.673.67214.580.0042TRUE7.51TRUENudo - 57.647.387640005.544.903.67okTRUE4.904.90125.290.0048TRUE8.24TRUENudo + 56.806.806800004.034.283.67okTRUETRUE4.284.284.28214.580.0042TRUE7.27TRUEtramo + E1.841840001.051.123.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUEtramo - E2.142140001.231.303.67acero minimoTRUE3.673.67214.580.0042TRUE7.51TRUENudo - 66.696.486690003.964.213.67okTRUE4.214.21214.580.0042TRUE7.27TRUENudo - 67.105.587100004.224.483.67okTRUETRUE4.484.484.48214.580.0042TRUE7.25TRUEtramo + F0.7700000.400.423.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - F1.551550000.890.943.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUENudo - 76.336330003.743.973.67okTRUE3.973.97214.580.0042TRUE7.29TRUENudo - 75.685680003.343.553.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.33TRUE

PRIMER PISO Viga Eje 3 G-A-B-C-D-E-Fbw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

GABCDEFDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierda

Nudo - 1Nudo - 2Nudo - 2Nudo - 3Nudo - 3Nudo - 4Nudo - 5Nudo - 5Nudo + 6Nudo + 6Nudo + 7

tramo + Atramo + Btramo + Ctramo + Dtramo + Etramo + F


tramo - Atramo - Btramo - Ctramo - Dtramo - Etramo - F0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Nudo + 5Nudo + 6Nudo + 6Nudo + 7Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 10.0044000.000.003.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo + 10.3300000.170.183.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.60TRUEtramo + A0.14140000.080.083.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A0.0110000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo - 20.567.417410004.414.693.67okTRUE4.694.69125.290.0048TRUE8.36TRUENudo + 20.056.386380003.774.013.67okTRUETRUE4.014.014.01214.580.0042TRUE7.29TRUEtramo + B0.77770000.440.473.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - B1.691690000.971.033.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 36.747.067060004.204.463.67okTRUE4.464.46214.580.0042TRUE7.25TRUENudo + 36.096.706700003.974.223.67okTRUETRUE4.224.224.22214.580.0042TRUE7.27TRUEtramo + C0.0110000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C0.12120000.070.073.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 46.857.077070004.204.463.67okTRUE4.464.46214.580.0042TRUE7.25TRUENudo + 46.687.257250004.314.583.67okTRUETRUE4.584.584.58125.290.0048TRUE8.37TRUEtramo + D1.661660000.951.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUEtramo - D2.182180001.251.333.67acero minimoTRUE3.673.67214.580.0042TRUE7.51TRUENudo - 57.657.397650005.544.913.67okTRUE4.914.91125.290.0048TRUE8.24TRUENudo + 56.786.796790004.034.283.67okTRUETRUE4.284.284.28214.580.0042TRUE7.27TRUEtramo + E1.821820001.041.113.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUEtramo - E2.152150001.231.313.67acero minimoTRUE3.673.67214.580.0042TRUE7.51TRUENudo - 66.956.496950004.134.383.67okTRUE4.384.38214.580.0042TRUE7.26TRUENudo - 67.145.827140004.254.513.67okTRUETRUE4.514.514.51214.580.0042TRUE7.25TRUEtramo + F0.71710000.400.433.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - F1.531530000.870.933.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUENudo - 76.336330003.743.973.67okTRUE3.973.97214.580.0042TRUE7.29TRUENudo - 75.675670003.333.543.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.33TRUE

PRIMER PISO Viga Eje 4 A-B-C-E-Fbw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

ABCEFDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierda

Nudo - 1Nudo - 2Nudo - 2Nudo - 3Nudo - 3Nudo - 4Nudo - 5

tramo + Atramo + Btramo + Ctramo + D


tramo - Atramo - Btramo - Ctramo - D0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.547540004.504.783.67okTRUE4.784.78125.290.0048TRUE8.35TRUENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 26.917.387380004.404.673.67okTRUE4.674.67125.290.0048TRUE8.36TRUENudo + 26.236.586580003.904.143.67okTRUETRUE4.144.144.14214.580.0042TRUE7.28TRUEtramo + B0.18180000.100.113.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - B0.33330000.190.203.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUENudo - 37.356.377350004.384.653.67okTRUE4.654.65125.290.0048TRUE8.36TRUENudo + 36.724.296720003.984.233.67okTRUETRUE4.234.234.23125.290.0048TRUE8.40TRUEtramo + C0.73730000.420.443.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - C1.171170000.670.713.67acero minimoTRUE3.673.67214.580.0042TRUE7.56TRUENudo - 46.366.716710003.984.233.67okTRUE4.234.23214.580.0042TRUE7.27TRUENudo + 44.265.815810003.423.633.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.32TRUEtramo + D0.63630000.360.383.67acero minimoFALSE3.673.67214.580.0042TRUE7.59TRUEtramo - D1.641640000.941.003.67acero minimoFALSE3.673.67214.580.0042TRUE7.54TRUENudo - 56.376370004.564.043.67okTRUE4.044.04214.580.0042TRUE7.22TRUENudo + 55.555550003.263.473.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.34TRUESEGUNDO PISO Viga Eje 1 A-B-C-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

ABCEDerechaIzquierdaDerechaIzquierdaDerechaIzquierda

Nudo - 1Nudo - 2Nudo - 2Nudo - 3Nudo - 3Nudo - 4

tramo + Atramo + Btramo + C


tramo - Atramo - Btramo - C0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.927920004.745.033.67okTRUE5.035.03125.290.0048TRUE8.32TRUENudo + 16.696690003.964.213.67okTRUETRUE4.214.214.21214.580.0042TRUE7.27TRUEtramo + A0.85850000.480.513.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - A1.741740001.001.063.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 27.157.787780004.654.943.67okTRUE4.944.94125.290.0048TRUE8.33TRUENudo + 26.616.916910004.104.363.67okTRUETRUE4.364.364.36214.580.0042TRUE7.26TRUEtramo + B0.2200000.110.123.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - B0.37370000.210.223.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUENudo - 37.587.117580004.524.803.67okTRUE4.804.80125.290.0048TRUE8.35TRUENudo + 37.154.847150004.254.523.67okTRUETRUE4.524.524.52125.290.0048TRUE8.37TRUEtramo + C0.6600000.340.363.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUEtramo - C1.271270000.720.773.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUENudo - 47.187180004.274.543.67okTRUE4.544.54214.580.0042TRUE7.25TRUENudo + 45.385380003.163.363.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.34TRUESEGUNDO PISO Viga Eje 2 G- A-B-C-D-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

GABCDEDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierda

Nudo - 1Nudo - 2Nudo - 2Nudo - 3Nudo - 3Nudo - 4Nudo - 5Nudo - 5Nudo + 6

tramo + Atramo + Btramo + Ctramo + Dtramo + E


tramo - Atramo - Btramo - Ctramo - Dtramo - E0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Nudo + 5Nudo + 6Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 10.0440000.020.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo + 10.3300000.170.183.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.60TRUEtramo + A0.11110000.060.073.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A0.0110000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo - 20.547.467460004.454.723.67okTRUE4.724.72125.290.0048TRUE8.35TRUENudo + 20.0186.826820004.054.303.67okTRUETRUE4.304.304.30214.580.0042TRUE7.27TRUEtramo + B1.071070000.610.653.67acero minimoTRUE3.673.67214.580.0042TRUE7.56TRUEtramo - B1.391390000.790.843.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUENudo - 36.667.477470004.454.733.67okTRUE4.734.73125.290.0048TRUE8.35TRUENudo + 36.777.227220004.304.563.67okTRUETRUE4.564.564.56214.580.0042TRUE7.25TRUEtramo + C0.0440000.020.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C0.16160000.090.103.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 47.327.427420004.424.703.67okTRUE4.704.70125.290.0048TRUE8.36TRUENudo + 47.158.118110004.865.163.67okTRUETRUE5.165.165.16125.290.0048TRUE8.31TRUEtramo + D1.951950001.121.193.67acero minimoTRUE3.673.67214.580.0042TRUE7.52TRUEtramo - D2.152150001.231.313.67acero minimoTRUE3.673.67214.580.0042TRUE7.51TRUENudo - 58.277.998270006.035.343.67okTRUE5.345.34226.580.0060TRUE10.19TRUENudo + 57.387.267380004.404.673.67okTRUETRUE4.674.674.67125.290.0048TRUE8.36TRUEtramo + E2.032030001.161.243.67acero minimoTRUE3.673.67214.580.0042TRUE7.52TRUEtramo - E2.452450001.411.503.67acero minimoTRUE3.673.67214.580.0042TRUE7.50TRUENudo - 68.028020004.805.103.67okTRUE5.105.10125.290.0048TRUE8.32TRUENudo - 68.548540005.135.453.67okTRUETRUE5.455.455.45226.580.0060TRUE10.31TRUE

SEGUNDO PISO Viga Eje 3 G- A-B-C-D-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Nudo + 5Nudo + 6Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 10.0550000.030.033.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo + 10.3300000.170.183.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.60TRUEtramo + A0.11110000.060.073.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A0.0110000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo - 20.547.437430004.434.703.67okTRUE4.704.70125.290.0048TRUE8.36TRUENudo + 20.026.836830004.054.303.67okTRUETRUE4.304.304.30214.580.0042TRUE7.27TRUEtramo + B1.071070000.610.653.67acero minimoTRUE3.673.67214.580.0042TRUE7.56TRUEtramo - B1.391390000.790.843.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUENudo - 36.687.527520004.484.763.67okTRUE4.764.76125.290.0048TRUE8.35TRUENudo + 36.747.177170004.264.533.67okTRUETRUE4.534.534.53214.580.0042TRUE7.25TRUEtramo + C0.0440000.020.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C0.16160000.090.103.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 47.367.417410004.414.693.67okTRUE4.694.69125.290.0048TRUE8.36TRUENudo + 47.198.088080004.845.143.67okTRUETRUE5.145.145.14125.290.0048TRUE8.31TRUEtramo + D1.951950001.121.193.67acero minimoFALSE3.673.67214.580.0042TRUE7.52TRUEtramo - D2.152150001.231.313.67acero minimoFALSE3.673.67214.580.0042TRUE7.51TRUENudo - 58.257.978250006.015.323.67okTRUE5.325.32226.580.0060TRUE10.20TRUENudo + 57.387.277380004.404.673.67okTRUETRUE4.674.674.67125.290.0048TRUE8.36TRUEtramo + E2.032030001.161.243.67acero minimoFALSE3.673.67214.580.0042TRUE7.52TRUEtramo - E2.452450001.411.503.67acero minimoTRUE3.673.67214.580.0042TRUE7.50TRUENudo - 68.058050004.825.123.67okTRUE5.125.12125.290.0048TRUE8.32TRUENudo - 68.58500005.115.433.67okTRUETRUE5.435.435.43226.580.0060TRUE10.31TRUE

SEGUNDO PISO Viga Eje 4 A-B-C-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.97900004.725.023.67okTRUE5.025.02125.290.0048TRUE8.33TRUENudo + 16.76700003.974.223.67okTRUETRUE4.224.224.22214.580.0042TRUE7.27TRUEtramo + A0.86860000.490.523.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - A1.741740001.001.063.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 27.157.787780004.654.943.67okTRUE4.944.94125.290.0048TRUE8.33TRUENudo + 26.596.896890004.094.343.67okTRUETRUE4.344.344.34214.580.0042TRUE7.26TRUEtramo + B0.2200000.110.123.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - B0.37370000.210.223.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUENudo - 37.557.097550004.504.783.67okTRUE4.784.78125.290.0048TRUE8.35TRUENudo + 37.144.837140004.254.513.67okTRUETRUE4.514.514.51125.290.0048TRUE8.37TRUEtramo + C0.61610000.350.373.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUEtramo - C1.271270000.720.773.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUENudo - 47.177170004.264.533.67okTRUE4.534.53214.580.0042TRUE7.25TRUENudo + 45.355350003.143.343.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.35TRUETERCER PISO Viga Eje 1 A-B-C-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 16.016010003.543.773.67okTRUE3.773.77125.290.0048TRUE8.44TRUENudo + 14.674670002.732.903.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUEtramo + A0.51510000.290.313.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUEtramo - A1.421420000.810.863.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUENudo - 25.195.875870003.463.673.67okTRUE3.673.67125.290.0048TRUE8.45TRUENudo + 24.844.844840002.833.013.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.37TRUEtramo + B0.2200000.110.123.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - B0.33330000.190.203.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUENudo - 35.525.515520003.243.453.67acero minimoTRUE3.673.67125.290.0048TRUE8.47TRUENudo + 35.133.315130003.013.193.67acero minimoTRUETRUE3.673.673.67125.290.0048TRUE8.50TRUEtramo + C0.7700000.400.423.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - C1.241240000.710.753.67acero minimoTRUE3.673.67214.580.0042TRUE7.56TRUENudo - 45.465460003.213.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 43.623620002.102.233.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.44TRUETERCER PISO Viga Eje 2 G- A-B-C-D-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

GABCDEFDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierda





Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Nudo + 5Nudo + 6Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 10.0110000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo + 10.26260000.150.163.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.60TRUEtramo + A0.1100000.060.063.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A0.0110000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo - 20.55.55500003.233.433.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 20.084.864860002.843.023.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.37TRUEtramo + B0.71710000.400.433.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - B1.11100000.630.673.67acero minimoTRUE3.673.67214.580.0042TRUE7.56TRUENudo - 34.785.665660003.333.543.67acero minimoTRUE3.673.67214.580.0042TRUE7.33TRUENudo + 35.025.35300003.113.303.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.35TRUEtramo + C0.0440000.020.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C0.13130000.070.083.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 45.445.395440003.193.393.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 45.336.256250003.693.923.67okTRUETRUE3.923.923.92214.580.0042TRUE7.30TRUEtramo + D1.441440000.820.873.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUEtramo - D1.641640000.941.003.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUENudo - 56.45.56400004.584.063.67okTRUE4.064.06214.580.0042TRUE7.22TRUENudo + 55.44.95400003.173.373.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.34TRUEtramo + E1.421420000.810.863.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUEtramo - E1.61600000.910.973.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUENudo - 65.35300003.113.303.67acero minimoTRUE3.673.67214.580.0042TRUE7.35TRUENudo - 65.95900003.483.693.67okTRUETRUE3.693.693.69214.580.0042TRUE7.32TRUE

TERCER PISO Viga Eje 3 G-A-B-C-D-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Nudo + 5Nudo + 6Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 10.0220000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo + 10.26260000.150.163.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.60TRUEtramo + A0.0990000.050.053.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A0.0110000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo - 20.475.485480003.223.423.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 20.074.864860002.843.023.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.37TRUEtramo + B0.72720000.410.433.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - B1.11100000.630.673.67acero minimoTRUE3.673.67214.580.0042TRUE7.56TRUENudo - 34.815.75700003.353.563.67acero minimoTRUE3.673.67214.580.0042TRUE7.33TRUENudo + 34.975.275270003.093.283.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.35TRUEtramo + C0.0440000.020.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C0.13130000.070.083.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 45.45.395400003.173.373.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 45.356.256250003.693.923.67okTRUETRUE3.923.923.92214.580.0042TRUE7.30TRUEtramo + D1.441440000.820.873.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUEtramo - D1.641640000.941.003.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUENudo - 56.45.56400004.584.063.67okTRUE4.064.06214.580.0042TRUE7.22TRUENudo + 55.44.95400003.173.373.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.34TRUEtramo + E1.421420000.810.863.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUEtramo - E1.61600000.910.973.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUENudo - 65.35300003.113.303.67acero minimoTRUE3.673.67214.580.0042TRUE7.35TRUENudo - 65.95900003.483.693.67okTRUETRUE3.693.693.69214.580.0042TRUE7.32TRUE

TERCER PISO Viga Eje 4 A-B-C-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1







Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 16.016010003.543.773.67okTRUE3.773.77214.580.0042TRUE7.31TRUENudo + 14.674670002.732.903.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUEtramo + A0.51510000.290.313.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUEtramo - A1.421420000.810.863.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUENudo - 25.195.875870003.463.673.67okTRUE3.673.67214.580.0042TRUE7.32TRUENudo + 24.844.844840002.833.013.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.37TRUEtramo + B0.2200000.110.123.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - B0.33330000.190.203.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUENudo - 35.525.515520003.243.453.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 35.133.315130003.013.193.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.36TRUEtramo + C0.7700000.400.423.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - C1.241240000.710.753.67acero minimoTRUE3.673.67214.580.0042TRUE7.56TRUENudo - 45.465460003.213.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 43.623620002.102.233.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.44TRUECUARTO PISO Viga Eje 1 A-B-C-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1







Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 13.343340001.932.053.67acero minimoTRUE3.673.67214.580.0042TRUE7.45TRUENudo + 12.652650001.531.623.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.49TRUEtramo + A0.36360000.200.223.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUEtramo - A0.68680000.390.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUENudo - 22.663,062660001.531.633.67acero minimoTRUE3.673.67214.580.0042TRUE7.48TRUENudo + 22.82.532800001.611.713.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + B0.0660000.030.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - B0.12120000.070.073.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 32.742.872870001.661.763.67acero minimoTRUE3.673.67214.580.0042TRUE7.47TRUENudo + 32.832.152830001.631.733.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + C0..1800.000.003.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C0.49490000.280.303.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUENudo - 42.952950001.701.813.67acero minimoTRUE3.673.67214.580.0042TRUE7.47TRUENudo + 42.412410001.391.473.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.50TRUECUARTO PISO Viga Eje 2 A-B-C-D-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

GABCDEFDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierdaDerechaIzquierda





Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Nudo + 5Nudo + 6Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 10.0550000.030.033.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUENudo + 10.2200000.110.123.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.61TRUEtramo + A0.14140000.080.083.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A0.0660000.030.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 20.523.323320001.922.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.45TRUENudo + 20.232.52500001.441.533.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.49TRUEtramo + B0.35350000.200.213.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUEtramo - B0.63630000.360.383.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUENudo - 32.53.083080001.781.893.67acero minimoTRUE3.673.67214.580.0042TRUE7.46TRUENudo + 32.72.822820001.631.733.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + C0.0660000.030.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - C0.18180000.100.113.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 42.92.752900001.671.783.67acero minimoTRUE3.673.67214.580.0042TRUE7.47TRUENudo + 42.832.572830001.631.733.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + D0.75750000.430.453.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - D0.95950000.540.573.67acero minimoTRUE3.673.67214.580.0042TRUE7.57TRUENudo - 53.82.743800002.662.363.67acero minimoTRUE3.673.67214.580.0042TRUE7.39TRUENudo + 52.792.112790001.611.713.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + E0.67670000.380.403.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUEtramo - E0.79790000.450.483.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUENudo - 62.552550001.471.563.67acero minimoTRUE3.673.67214.580.0042TRUE7.49TRUENudo - 63.053050001.761.873.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.47TRUE

CUARTO PISO Viga Eje 3 A-B-C-D-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Nudo + 5Nudo + 5Nudo + 6Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 10.0550000.030.033.67acero minimoFALSE3.673.67214.580.0042TRUE7.62TRUENudo + 10.2200000.110.123.67acero minimoTRUEFALSE3.673.673.67214.580.0042TRUE7.61TRUEtramo + A0.14140000.080.083.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A0.0660000.030.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 20.523.323320001.922.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.45TRUENudo + 20.232.52500001.441.533.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.49TRUEtramo + B0.35350000.200.213.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUEtramo - B0.63630000.360.383.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUENudo - 32.53.083080001.781.893.67acero minimoTRUE3.673.67214.580.0042TRUE7.46TRUENudo + 32.72.822820001.631.733.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + C0.0660000.030.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - C0.18180000.100.113.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 42.92.752900001.671.783.67acero minimoTRUE3.673.67214.580.0042TRUE7.47TRUENudo + 42.832.572830001.631.733.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + D0.75750000.430.453.67acero minimoFALSE3.673.67214.580.0042TRUE7.58TRUEtramo - D0.95950000.540.573.67acero minimoFALSE3.673.67214.580.0042TRUE7.57TRUENudo - 53.82.743800002.662.363.67acero minimoTRUE3.673.67214.580.0042TRUE7.39TRUENudo + 52.792.112790001.611.713.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + E0.67670000.380.403.67acero minimoFALSE3.673.67214.580.0042TRUE7.58TRUEtramo - E0.79790000.450.483.67acero minimoFALSE3.673.67214.580.0042TRUE7.58TRUENudo - 62.552550001.471.563.67acero minimoTRUE3.673.67214.580.0042TRUE7.49TRUENudo - 63.053050001.761.873.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.47TRUE

CUARTO PISO Viga Eje 4 A-B-C-Ebw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1







Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 13.343340001.932.053.67acero minimoTRUE3.673.67214.580.0042TRUE7.45TRUENudo + 12.652650001.531.623.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.49TRUEtramo + A0.36360000.200.223.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUEtramo - A0.68680000.390.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.58TRUENudo - 22.663,062660001.531.633.67acero minimoTRUE3.673.67214.580.0042TRUE7.48TRUENudo + 22.82.532800001.611.713.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + B0.0660000.030.043.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - B0.12120000.070.073.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUENudo - 32.742.872870001.661.763.67acero minimoTRUE3.673.67214.580.0042TRUE7.47TRUENudo + 32.832.152830001.631.733.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.48TRUEtramo + C0.18180000.100.113.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - C0.49490000.280.303.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUENudo - 42.952950001.701.813.67acero minimoTRUE3.673.67214.580.0042TRUE7.47TRUENudo + 42.412410001.391.473.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.50TRUEPRIMER PISO VOLADIZO Eje G 2-3bw = 25cm0.25mconvertidor unidadesh =30cm0.3m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =24cm0.24mTon-mkg-cm3/42.8412120000015.1

23DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00332.009.56

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 11.241240001.321.412.00acero minimoTRUE2.002.00113.290.0055TRUE2.90TRUENudo + 10.82820000.870.922.00acero minimoTRUETRUE2.002.002.00113.290.0055TRUE2.93TRUEtramo + A0.0110000.010.012.00acero minimoTRUE2.002.00113.290.0055TRUE2.98TRUEtramo - A0.38380000.400.422.00acero minimoTRUE2.002.00113.290.0055TRUE2.96TRUENudo - 21.11100001.171.242.00acero minimoTRUE2.002.00113.290.0055TRUE2.91TRUENudo + 20.84840000.890.942.00acero minimoTRUETRUE2.002.002.00113.290.0055TRUE2.93TRUEPRIMER PISO Viga Eje A 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

1234DerechaIzquierdaDerechaIzquierdaDerechaIzquierda





Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 18.348340005.005.323.67okTRUE5.325.32226.580.0060TRUE10.32TRUENudo + 16.836830004.054.303.67okTRUETRUE4.304.304.30214.580.0042TRUE7.27TRUEtramo + A0.46460000.260.283.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUEtramo - A1.851850001.061.133.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 27.777.877870004.715.003.67okTRUE5.005.00226.580.0060TRUE10.36TRUENudo + 26.55.646500003.854.093.67okTRUETRUE4.094.094.09125.290.0048TRUE8.41TRUEtramo + B0.48480000.270.293.67acero minimoTRUE3.673.67125.290.0048TRUE8.77TRUEtramo - B1.671670000.961.023.67acero minimoTRUE3.673.67125.290.0048TRUE8.70TRUENudo - 37.877.817870004.715.003.67okTRUE5.005.00125.290.0048TRUE8.33TRUENudo + 35.636.476470003.834.073.67okTRUETRUE4.074.074.07214.580.0042TRUE7.29TRUEtramo + C0.45450000.260.273.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUEtramo - C1.891890001.081.153.67acero minimoTRUE3.673.67214.580.0042TRUE7.52TRUENudo - 48.358350005.015.323.67okTRUE5.325.32226.580.0060TRUE10.32TRUENudo + 46.836830004.054.303.67okTRUETRUE4.304.304.30214.580.0042TRUE7.27TRUEPRIMER PISO Viga Eje B 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 110.1410140006.176.563.67okTRUE6.566.56226.580.0060TRUE10.18TRUENudo + 17.27200004.284.553.67okTRUETRUE4.554.554.55214.580.0042TRUE7.25TRUEtramo + A0.0880000.050.053.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A3.113110001.801.913.67acero minimoTRUE3.673.67214.580.0042TRUE7.46TRUENudo - 29.859.689850005.986.353.67okTRUE6.356.35226.580.0060TRUE10.20TRUENudo + 26.766.126760004.014.263.67okTRUETRUE4.264.264.26214.580.0042TRUE7.27TRUEtramo + B0.99990000.560.603.67acero minimoTRUE3.673.67214.580.0042TRUE7.57TRUEtramo - B2.332330001.341.423.67acero minimoTRUE3.673.67214.580.0042TRUE7.50TRUENudo - 39.629.479620005.836.193.67okTRUE6.196.19226.580.0060TRUE10.22TRUENudo + 36.177.047040004.184.443.67okTRUETRUE4.444.444.44214.580.0042TRUE7.26TRUEtramo + C0.24240000.140.143.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - C2.662660001.531.633.67acero minimoTRUE3.673.67214.580.0042TRUE7.48TRUENudo - 49.789780005.936.313.67okTRUE6.316.31226.580.0060TRUE10.21TRUENudo + 47.477470004.454.733.67okTRUETRUE4.734.734.73226.580.0060TRUE10.39TRUEPRIMER PISO Viga Eje C 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 111.1411140006.837.263.67okTRUE7.267.26327.870.0072TRUE12.07TRUENudo + 17.927920004.745.033.67okTRUETRUE5.035.035.03226.580.0060TRUE10.35TRUEtramo + A0.10100000.060.063.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A3.53500002.032.153.67acero minimoTRUE3.673.67214.580.0042TRUE7.44TRUENudo - 210.9910.2110990006.737.163.67okTRUE7.167.16327.870.0072TRUE12.09TRUENudo + 27.386.847380004.404.673.67okTRUETRUE4.674.674.67226.580.0060TRUE10.40TRUEtramo + B0.89890000.510.543.67acero minimoTRUE3.673.67214.580.0042TRUE7.57TRUEtramo - B2.092090001.201.273.67acero minimoTRUE3.673.67214.580.0042TRUE7.51TRUENudo - 310.1610.8910890006.677.083.67okTRUE7.087.08327.870.0072TRUE12.10TRUENudo + 36.887.457450004.444.723.67okTRUETRUE4.724.724.72226.580.0060TRUE10.39TRUEtramo + C0.0044000.000.003.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C3.423420001.982.103.67acero minimoTRUE3.673.67214.580.0042TRUE7.45TRUENudo - 411.0711070006.797.213.67okTRUE7.217.21327.870.0072TRUE12.08TRUENudo + 47.897890004.725.013.67okTRUETRUE5.015.015.01226.580.0060TRUE10.36TRUEPRIMER PISO Viga Eje D 2-3bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

23DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 110.5910590006.476.873.67okTRUE6.876.87327.870.0072TRUE12.13TRUENudo + 18.728720005.255.583.67okTRUETRUE5.585.585.58226.580.0060TRUE10.29TRUEtramo + A0.53530000.300.323.67acero minimoTRUE3.673.67214.580.0042TRUE7.59TRUEtramo - A1.361360000.780.823.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUENudo - 210.5610560006.456.853.67okTRUE6.856.85327.870.0072TRUE12.13TRUENudo + 28.748740005.265.593.67okTRUETRUE5.595.595.59226.580.0060TRUE10.29TRUEPRIMER PISO Viga Eje E 1-2bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

12DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 112.6512650007.868.353.67okTRUE8.358.35238.580.0078TRUE13.00TRUENudo + 19.099090005.495.833.67okTRUETRUE5.835.835.83226.580.0060TRUE10.26TRUEtramo + A0.12120000.070.073.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A4.14100002.382.533.67acero minimoTRUE3.673.67214.580.0042TRUE7.41TRUENudo - 212.8212820007.988.483.67okTRUE8.488.48238.580.0078TRUE12.98TRUENudo + 28.978970005.415.753.67okTRUETRUE5.755.755.75226.580.0060TRUE10.27TRUEPRIMER PISO Viga Eje E 3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

34DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 112.9612960008.078.583.67okTRUE8.588.58238.580.0078TRUE12.96TRUENudo + 18.878870005.345.683.67okTRUETRUE5.685.685.68226.580.0060TRUE10.28TRUEtramo + A0.22220000.120.133.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A4.234230002.462.623.67acero minimoTRUE3.673.67214.580.0042TRUE7.40TRUENudo - 212.7912790007.968.453.67okTRUE8.458.45238.580.0078TRUE12.98TRUENudo + 299000005.435.773.67okTRUETRUE5.775.775.77226.580.0060TRUE10.27TRUEPRIMER PISO Viga Eje F 1-2bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

12DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 18.888880005.355.683.67okTRUE5.685.68226.580.0060TRUE10.28TRUENudo + 17.197190004.284.543.67okTRUETRUE4.544.544.54214.580.0042TRUE7.25TRUEtramo + A0.18180000.100.113.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A2.492490001.431.523.67acero minimoTRUE3.673.67214.580.0042TRUE7.49TRUENudo - 28.938930005.385.723.67okTRUE5.725.72226.580.0060TRUE10.27TRUENudo + 27.187180004.274.543.67okTRUETRUE4.544.544.54214.580.0042TRUE7.25TRUEPRIMER PISO Viga Eje F 3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

34DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 18.918910005.375.713.67okTRUE5.715.71226.580.0060TRUE10.28TRUENudo + 17.197190004.284.543.67okTRUETRUE4.544.544.54214.580.0042TRUE7.25TRUEtramo + A0.21210000.120.133.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A2.462460001.411.503.67acero minimoTRUE3.673.67214.580.0042TRUE7.49TRUENudo - 28.858850005.335.663.67okTRUE5.665.66226.580.0060TRUE10.28TRUENudo + 27.27200004.284.553.67okTRUETRUE4.554.554.55214.580.0042TRUE7.25TRUESEGUNDO PISO VOLADIZO Eje G 2-3bw = 25cm0.25mconvertidor unidadesh =30cm0.3m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =24cm0.24mTon-mkg-cm3/42.8412120000015.1

23DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00332.009.56

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 11.161160001.241.312.00acero minimoTRUE2.002.00113.290.0055TRUE2.91TRUENudo + 10.73730000.770.822.00acero minimoTRUETRUE2.002.002.00113.290.0055TRUE2.94TRUEtramo + A0.0550000.050.062.00acero minimoTRUE2.002.00113.290.0055TRUE2.98TRUEtramo - A0.48480000.500.532.00acero minimoTRUE2.002.00113.290.0055TRUE2.95TRUENudo - 21.051050001.121.182.00acero minimoTRUE2.002.00113.290.0055TRUE2.92TRUENudo + 20.75750000.790.842.00acero minimoTRUETRUE2.002.002.00113.290.0055TRUE2.94TRUESEGUNDO PISO Viga Eje A 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.977970004.775.073.67okTRUE5.075.07226.580.0060TRUE10.35TRUENudo + 16.286280003.713.943.67okTRUETRUE3.943.943.94214.580.0042TRUE7.30TRUEtramo + A0.42420000.240.253.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUEtramo - A1.771770001.011.083.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 27.338.578570005.155.473.67okTRUE5.475.47226.580.0060TRUE10.30TRUENudo + 26.064.746060003.573.803.67okTRUETRUE3.803.803.80214.580.0042TRUE7.31TRUEtramo + B1.41400000.800.853.67acero minimoTRUE3.673.67214.580.0042TRUE7.55TRUEtramo - B3.163160001.831.943.67acero minimoTRUE3.673.67214.580.0042TRUE7.46TRUENudo - 38.597.348590005.165.493.67okTRUE5.495.49226.580.0060TRUE10.30TRUENudo + 34.736.056050003.573.793.67okTRUETRUE3.793.793.79214.580.0042TRUE7.31TRUEtramo + C0.42420000.240.253.67acero minimoTRUE3.673.67214.580.0042TRUE7.60TRUEtramo - C1.771770001.011.083.67acero minimoTRUE3.673.67214.580.0042TRUE7.53TRUENudo - 47.977970004.775.073.67okTRUE5.075.07226.580.0060TRUE10.35TRUENudo + 46.286280003.713.943.67okTRUETRUE3.943.943.94214.580.0042TRUE7.30TRUESEGUNDO PISO Viga Eje B 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 110.4710470006.396.793.67okTRUE6.796.79327.870.0072TRUE12.14TRUENudo + 17.57500004.474.753.67okTRUETRUE4.754.754.75226.580.0060TRUE10.39TRUEtramo + A0.11110000.060.073.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - A2.942940001.701.803.67acero minimoTRUE3.673.67214.580.0042TRUE7.47TRUENudo - 29.9810.8710870006.657.073.67okTRUE7.077.07327.870.0072TRUE12.10TRUENudo + 27.246.137240004.314.583.67okTRUETRUE4.584.584.58214.580.0042TRUE7.24TRUEtramo + B1.971970001.131.203.67acero minimoTRUE3.673.67214.580.0042TRUE7.52TRUEtramo - B3.853850002.242.383.67acero minimoTRUE3.673.67214.580.0042TRUE7.42TRUENudo - 310.921010920006.697.113.67okTRUE7.117.11327.870.0072TRUE12.09TRUENudo + 36.137.247240004.314.583.67okTRUETRUE4.584.584.58214.580.0042TRUE7.24TRUEtramo + C0.11110000.060.073.67acero minimoTRUE3.673.67214.580.0042TRUE7.61TRUEtramo - C2.952950001.701.813.67acero minimoTRUE3.673.67214.580.0042TRUE7.47TRUENudo - 410.4310430006.366.763.67okTRUE6.766.76327.870.0072TRUE12.14TRUENudo + 47.547540004.504.783.67okTRUETRUE4.784.784.78226.580.0060TRUE10.38TRUESEGUNDO PISO Viga Eje C 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 112.3612360007.668.143.67okTRUE8.148.14238.580.0078TRUE13.03TRUENudo + 18.888880005.355.683.67okTRUETRUE5.685.685.68226.580.0060TRUE10.28TRUEtramo + A0.0330000.020.023.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - A3.673670002.132.263.67acero minimoTRUE3.673.67214.580.0042TRUE7.43TRUENudo - 212.0611.8412060007.467.923.67okTRUE7.927.92238.580.0078TRUE13.06TRUENudo + 28.417.578410005.055.363.67okTRUETRUE5.365.365.36226.580.0060TRUE10.32TRUEtramo + B1.651650000.941.003.67acero minimoTRUE3.673.67214.580.0042TRUE7.54TRUEtramo - B3.33300001.912.033.67acero minimoTRUE3.673.67214.580.0042TRUE7.45TRUENudo - 311.811.0511800007.287.733.67okTRUE7.737.73238.580.0078TRUE13.09TRUENudo + 37.68.428420005.065.373.67okTRUETRUE5.375.375.37226.580.0060TRUE10.32TRUEtramo + C0.0220000.010.013.67acero minimoTRUE3.673.67214.580.0042TRUE7.62TRUEtramo - C3.683680002.132.273.67acero minimoTRUE3.673.67214.580.0042TRUE7.43TRUENudo - 412.3512350007.658.133.67okTRUE8.138.13238.580.0078TRUE13.03TRUENudo + 48.898890005.365.693.67okTRUETRUE5.695.695.69226.580.0060TRUE10.28TRUESEGUNDO PISO Viga Eje D 2-3bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

23DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 112.6812680007.888.373.67okTRUE8.378.37238.580.0078TRUE12.99TRUENudo + 19.99900006.016.393.67okTRUETRUE6.396.396.39226.580.0060TRUE10.20TRUEtramo + A1.011010000.580.613.67acero minimoTRUE3.673.67214.580.0042TRUE7.57TRUEtramo - A2.142140001.231.303.67acero minimoTRUE3.673.67214.580.0042TRUE7.51TRUENudo - 212.6312630007.858.343.67okTRUE8.348.34238.580.0078TRUE13.00TRUENudo + 29.929920006.036.403.67okTRUETRUE6.406.406.40226.580.0060TRUE10.19TRUESEGUNDO PISO Viga Eje E 1-2bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

12DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 114.514500009.169.733.67okTRUE9.739.73411.360.0103TRUE16.93TRUENudo + 111.1611160006.857.283.67okTRUETRUE7.287.287.2838.520.0077TRUE13.07TRUEtramo + A0.24240000.140.143.67acero minimoTRUE3.673.6725.680.0052TRUE9.43TRUEtramo - A3.983980002.312.463.67acero minimoTRUE3.673.6725.680.0052TRUE9.20TRUENudo - 214.7714770009.359.943.67okTRUE9.949.94411.360.0103TRUE16.89TRUENudo + 211.0411040006.777.193.67okTRUETRUE7.197.197.1938.520.0077TRUE13.08TRUESEGUNDO PISO Viga Eje E 3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

34DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 114.814800009.379.963.67okTRUE9.969.96411.360.0103TRUE16.88TRUENudo + 111.311300006.947.383.67okTRUETRUE7.387.387.3838.520.0077TRUE13.05TRUEtramo + A0.15150000.080.093.67acero minimoTRUE3.673.6725.680.0052TRUE9.44TRUEtramo - A4.14100002.382.533.67acero minimoTRUE3.673.6725.680.0052TRUE9.19TRUENudo - 214.5114510009.179.743.67okTRUE9.749.74411.360.0103TRUE16.93TRUENudo + 211.1511150006.847.273.67okTRUETRUE7.277.277.2738.520.0077TRUE13.07TRUETERCER PISO VOLADIZO Eje G 2-3bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

23DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.916910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.236230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUETERCER PISO Viga Eje A 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.915.466910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.233.066230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUEtramo + B0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - B1.261260000.720.763.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 35.465.175460003.213.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 33.114.624620002.702.873.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUEtramo + C0.6600000.340.363.67acero minimoTRUE3.673.67113.290.0030FALSE5.45TRUEtramo - C1.221220000.700.743.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 45.595590003.293.493.67acero minimoTRUE3.673.67214.580.0042TRUE7.33TRUENudo + 44.644640002.712.883.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUETERCER PISO Viga Eje B 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.915.466910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.233.066230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUEtramo + B0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - B1.261260000.720.763.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 35.465.175460003.213.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 33.114.624620002.702.873.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUEtramo + C0.6600000.340.363.67acero minimoTRUE3.673.67113.290.0030FALSE5.45TRUEtramo - C1.221220000.700.743.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 45.595590003.293.493.67acero minimoTRUE3.673.67214.580.0042TRUE7.33TRUENudo + 44.644640002.712.883.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUETERCER PISO Viga Eje C 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.915.466910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.233.066230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUEtramo + B0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - B1.261260000.720.763.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 35.465.175460003.213.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 33.114.624620002.702.873.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUEtramo + C0.6600000.340.363.67acero minimoTRUE3.673.67113.290.0030FALSE5.45TRUEtramo - C1.221220000.700.743.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 45.595590003.293.493.67acero minimoTRUE3.673.67214.580.0042TRUE7.33TRUENudo + 44.644640002.712.883.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUETERCER PISO Viga Eje D 2-3bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

23DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.916910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.236230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUETERCER PISO Viga Eje E 1-2bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

12DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.916910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.236230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUETERCER PISO Viga Eje E 3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

34DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.916910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.236230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUECUARTO PISO VOLADIZO Eje G 2-3bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1

23DerechaIzquierda

Nudo - 1Nudo - 2

tramo + A


tramo - A0.0210.01590.00333.6717.53

Nudo + 1Nudo + 2

Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.916910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.236230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUECUARTO PISO Viga Eje A 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.915.466910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.233.066230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUEtramo + B0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - B1.261260000.720.763.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 35.465.175460003.213.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 33.114.624620002.702.873.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUEtramo + C0.6600000.340.363.67acero minimoTRUE3.673.67113.290.0030FALSE5.45TRUEtramo - C1.221220000.700.743.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 45.595590003.293.493.67acero minimoTRUE3.673.67214.580.0042TRUE7.33TRUENudo + 44.644640002.712.883.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUECUARTO PISO Viga Eje B 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1






Nudo + 1Nudo + 2Nudo + 2Nudo + 3Nudo + 3Nudo + 4Momentos SapMomento a Utilizar(kg-cm)aAs Calculado (cm2)As minimo (cm2)As utilizar (cm2)As(+)>=As(-)/2 en nudosAs (+o-) >= Asmax/4As Calculado (cm2)As (cm2)DIAMETROSAs diseo (cm2)Cuantina CalculadaPor cuantiaMu ResitentePor ResitenciaIzquierdaCentralDerecha3/81/25/83/41Nudo - 17.527520004.484.763.67okTRUE4.764.76214.580.0042TRUE7.23FALSENudo + 16.516510003.854.093.67okTRUETRUE4.094.094.09214.580.0042TRUE7.28TRUEtramo + A0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - A1.711710000.981.043.67acero minimoTRUE3.673.67113.290.0030FALSE5.41TRUENudo - 26.915.466910004.104.363.67okTRUE4.364.36214.580.0042TRUE7.26TRUENudo + 26.233.066230003.683.913.67okTRUETRUE3.913.913.91214.580.0042TRUE7.30TRUEtramo + B0.79790000.450.483.67acero minimoTRUE3.673.67113.290.0030FALSE5.44TRUEtramo - B1.261260000.720.763.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 35.465.175460003.213.413.67acero minimoTRUE3.673.67214.580.0042TRUE7.34TRUENudo + 33.114.624620002.702.873.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUEtramo + C0.6600000.340.363.67acero minimoTRUE3.673.67113.290.0030FALSE5.45TRUEtramo - C1.221220000.700.743.67acero minimoTRUE3.673.67113.290.0030FALSE5.43TRUENudo - 45.595590003.293.493.67acero minimoTRUE3.673.67214.580.0042TRUE7.33TRUENudo + 44.644640002.712.883.67acero minimoTRUETRUE3.673.673.67214.580.0042TRUE7.38TRUECUARTO PISO Viga Eje C 1-2-3-4bw = 25cm0.25mconvertidor unidadesh =50cm0.5m =0.85DiametroSeccionf'y =4200kg/cm242000Ton/m2Factor=0.85Kg/cm2Ton/m2pulgcm2f'c =210kg/cm22100Ton/m2Factor=600021021001/40.28recubrimiento=4cm0.04mFactor=0.753/80.71 est =3/80.952cm0.00952m2 flexion=0.91.1111/21.29 barra =3/41.91cm0.0191m2Factor=0.755/82d =44cm0.44mTon-mkg-cm3/42.8412120000015.1





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