Hoja2

1er pisoCORRECCION POR TORSION

PRIMER NIVEL

14.79

3.823.823.823.32

0.500.500.5043.524.624.4412.585.501.131.131.131.1333.524.624.441.9414.524.50177.521.191.191.191.1956.1423.524.624.441.9414.525.501.001.001.001.0013.524.624.441.9414.528.505.506.0

ABCD177.52

CALCULO DEL CENTRO DE TORSION O CENTRO DE RIGIDECES10.307m8.018mCALCULO DEL CENTRO DE GRAVEDAD O CENTRO DE MASA9.166m8.346mCALCULO DE EXCENTRICIDADEXCENTRICIDAD TEORICA 'X'EXCENTRICIDAD TEORICA 'Y'

1.141m-0.328mAMPLIFICACION POR NORMA E-0.30AMPLIFICACION POR NORMA E-0.30

0.447m2.141m-1.103m0.141m-1.103m2.141mDIAGRAMAS

CALCULO MOMENTO DE TORSIONEJE 'X'EJE 'Y'79.43Tn-m380.13Tn-m195.72Tn-m

EJEDiriDi*ri^2(Di*ri)/IpA3.8210.31406.040.015B3.821.8112.480.003C3.823.6952.110.005D3.329.69311.990.013114.528.02933.530.045214.522.5292.070.014314.521.9857.030.011412.587.48704.110.037Ip=2569.37CORRECCION CORTANTE POR TORSIONCORTANTE POR TRASLACION

EJEVi (Tn)EJEVi (Tn)A0.00A45.88B1.02B45.88C2.09C45.88D4.76D39.8713.60145.9221.13245.9232.19345.9247.17439.77

CORTANTES TOTALES

EJETRASLACIONTORSIONV TOTALV DISEOA45.880.0045.8845.88Si V Total > 0.3*QiB45.881.0246.9146.91V Diseo = 1.25*V TotalC45.882.0947.9747.97D39.874.7644.6344.63145.923.6049.5149.51245.921.1347.0547.05345.922.1948.1148.11439.777.1746.9446.94

QyQx

2do pisoCORRECCION POR TORSION

SEGUNDO NIVEL

14.43

3.723.723.723.26

0.460.460.4641.233.636.7411.615.501.121.121.121.1231.233.636.740.8712.474.50163.681.231.231.231.2349.0221.233.636.740.8712.475.500.920.920.920.9211.233.636.740.8712.478.505.506.0

ABCD163.68

CALCULO DEL CENTRO DE TORSION O CENTRO DE RIGIDECES10.326m7.887mCALCULO DEL CENTRO DE GRAVEDAD O CENTRO DE MASA9.166m8.346mCALCULO DE EXCENTRICIDADEXCENTRICIDAD TEORICA 'X'EXCENTRICIDAD TEORICA 'Y'

1.160m-0.459mAMPLIFICACION POR NORMA E-0.30AMPLIFICACION POR NORMA E-0.30

0.316m2.160m-1.234m0.160m-1.234m2.160mDIAGRAMAS

CALCULO MOMENTO DE TORSIONEJE 'X'EJE 'Y'51.79Tn-m353.59Tn-m201.91Tn-m

EJEDiriDi*ri^2(Di*ri)/IpA3.7210.33396.830.016B3.721.8312.410.003C3.723.6750.220.006D3.269.67305.240.013112.477.89775.850.042212.472.3971.070.013312.472.1155.680.011411.617.61672.590.038Ip=2339.89CORRECCION CORTANTE POR TORSIONCORTANTE POR TRASLACION

EJEVi (Tn)EJEVi (Tn)A0.00A42.22B1.03B42.22C2.07C42.22D4.77D37.0112.18141.6420.66241.6432.27341.6447.62438.75

CORTANTES TOTALES

EJETRASLACIONTORSIONV TOTALV DISEOA42.220.0042.2242.22Si V Total > 0.3*QiB42.221.0343.2543.25V Diseo = 1.25*V TotalC42.222.0744.2944.29D37.014.7741.7841.78141.642.1843.8243.82241.640.6642.3042.30341.642.2743.9243.92438.757.6246.3746.37

QyQx

3er piso CORRECCION POR TORSION

TERCER NIVEL

13.28

3.433.433.433.00

0.420.420.4241.163.124.448.725.501.061.061.061.0631.163.124.440.809.534.50143.501.101.101.101.1037.3021.163.124.440.809.535.500.850.850.850.8511.163.124.440.809.538.505.506.0

ABCD143.50

CALCULO DEL CENTRO DE TORSION O CENTRO DE RIGIDECES10.327m7.917mCALCULO DEL CENTRO DE GRAVEDAD O CENTRO DE MASA9.166m8.346mCALCULO DE EXCENTRICIDADEXCENTRICIDAD TEORICA 'X'EXCENTRICIDAD TEORICA 'Y'

1.160m-0.429mAMPLIFICACION POR NORMA E-0.30AMPLIFICACION POR NORMA E-0.30

0.346m2.160m-1.204m0.160m-1.204m2.160mDIAGRAMAS

CALCULO MOMENTO DE TORSIONEJE 'X'EJE 'Y'49.67Tn-m310.03Tn-m172.75Tn-m

EJEDiriDi*ri^2(Di*ri)/IpA3.4310.33365.400.019B3.431.8311.430.003C3.433.6746.240.007D3.009.67281.070.01519.537.92597.010.04029.532.4255.640.01239.532.0841.340.01048.727.58501.590.035Ip=1899.73CORRECCION CORTANTE POR TORSIONCORTANTE POR TRASLACION

EJEVi (Tn)EJEVi (Tn)A0.00A37.02B1.02B37.02C2.05C37.02D4.74D32.4511.97136.6520.60236.6531.80336.6546.02433.56

CORTANTES TOTALES

EJETRASLACIONTORSIONV TOTALV DISEOA37.020.0037.0237.02Si V Total > 0.3*QiB37.021.0238.0438.04V Diseo = 1.25*V TotalC37.022.0539.0739.07D32.454.7437.1937.19136.651.9738.6238.62236.650.6037.2537.25336.651.8038.4538.45433.566.0239.5739.57

QyQx

4to piso CORRECCION POR TORSION

CUARTO NIVEL

13.05

3.373.373.372.95

0.420.420.4241.153.114.628.895.501.011.011.011.0131.153.114.620.809.684.50117.071.101.101.101.1037.9321.153.114.620.809.685.500.840.840.840.8411.153.114.620.809.688.505.506.0

ABCD117.07

CALCULO DEL CENTRO DE TORSION O CENTRO DE RIGIDECES10.323m7.913mCALCULO DEL CENTRO DE GRAVEDAD O CENTRO DE MASA9.166m8.346mCALCULO DE EXCENTRICIDADEXCENTRICIDAD TEORICA 'X'EXCENTRICIDAD TEORICA 'Y'

1.157m-0.433mAMPLIFICACION POR NORMA E-0.30AMPLIFICACION POR NORMA E-0.30

0.342m2.157m-1.208m0.157m-1.208m2.157mDIAGRAMAS

CALCULO MOMENTO DE TORSIONEJE 'X'EJE 'Y'40.04Tn-m252.46Tn-m141.41Tn-m

EJEDiriDi*ri^2(Di*ri)/IpA3.3710.32358.960.018B3.371.8211.190.003C3.373.6845.560.006D2.959.68276.050.01519.687.91606.170.04029.682.4156.360.01239.682.0942.180.01148.897.59511.480.035Ip=1907.94CORRECCION CORTANTE POR TORSIONCORTANTE POR TRASLACION

EJEVi (Tn)EJEVi (Tn)A0.00A30.21B0.81B30.21C1.64C30.21D3.77D26.4411.61129.8820.49229.8831.50329.8845.00427.42

CORTANTES TOTALES

EJETRASLACIONTORSIONV TOTALV DISEOA30.210.0030.2130.21Si V Total > 0.3*QiB30.210.8131.0231.02V Diseo = 1.25*V TotalC30.211.6431.8531.85D26.443.7730.2130.21129.881.6131.4931.49229.880.4930.3730.37329.881.5031.3831.38427.425.0032.4232.42

QyQx

5to pisoCORRECCION POR TORSION

QUINTO NIVEL

12.10

3.123.123.122.74

0.380.380.3841.062.502.976.535.500.990.990.990.9931.062.502.970.717.244.5084.210.980.980.980.9828.2521.062.502.970.717.245.500.770.770.770.7711.062.502.970.717.248.505.506.0

ABCD84.21

CALCULO DEL CENTRO DE TORSION O CENTRO DE RIGIDECES10.327m7.944mCALCULO DEL CENTRO DE GRAVEDAD O CENTRO DE MASA9.166m8.346mCALCULO DE EXCENTRICIDADEXCENTRICIDAD TEORICA 'X'EXCENTRICIDAD TEORICA 'Y'

1.161m-0.402mAMPLIFICACION POR NORMA E-0.30AMPLIFICACION POR NORMA E-0.30

0.373m2.161m-1.177m0.161m-1.177m2.161mDIAGRAMAS

CALCULO MOMENTO DE TORSIONEJE 'X'EJE 'Y'31.44Tn-m182.00Tn-m99.08Tn-m

EJEDiriDi*ri^2(Di*ri)/IpA3.1210.33332.930.021B3.121.8310.420.004C3.123.6742.110.007D2.749.67256.110.01717.247.94456.910.03727.242.4443.250.01137.242.0630.600.01046.537.56372.970.032Ip=1545.30CORRECCION CORTANTE POR TORSIONCORTANTE POR TRASLACION

EJEVi (Tn)EJEVi (Tn)A0.00A21.72B0.67B21.72C1.35C21.72D3.12D19.0511.17121.5820.36221.5830.95321.5843.17419.47

CORTANTES TOTALES

EJETRASLACIONTORSIONV TOTALV DISEOA21.720.0021.7221.72Si V Total > 0.3*QiB21.720.6722.3922.39V Diseo = 1.25*V TotalC21.721.3523.0723.07D19.053.1222.1722.17121.581.1722.7522.75221.580.3621.9421.94321.580.9522.5322.53419.473.1722.6422.64

QyQx

6to pisoCORRECCION POR TORSION

SEXTO NIVEL

11.87

3.063.063.062.68

0.380.380.3841.062.492.966.515.500.940.940.940.9431.062.492.960.707.214.5045.290.980.980.980.9828.1321.062.492.960.707.215.500.770.770.770.7711.062.492.960.707.218.505.506.0

ABCD45.29

CALCULO DEL CENTRO DE TORSION O CENTRO DE RIGIDECES10.323m7.943mCALCULO DEL CENTRO DE GRAVEDAD O CENTRO DE MASA9.166m8.346mCALCULO DE EXCENTRICIDADEXCENTRICIDAD TEORICA 'X'EXCENTRICIDAD TEORICA 'Y'

1.157m-0.402mAMPLIFICACION POR NORMA E-0.30AMPLIFICACION POR NORMA E-0.30

0.373m2.157m-1.177m0.157m-1.177m2.157mDIAGRAMAS

CALCULO MOMENTO DE TORSIONEJE 'X'EJE 'Y'16.88Tn-m97.68Tn-m53.32Tn-m

EJEDiriDi*ri^2(Di*ri)/IpA3.0610.32326.460.021B3.061.8210.180.004C3.063.6841.430.007D2.689.68251.070.01717.217.94454.870.03727.212.4443.040.01237.212.0630.490.01046.517.56371.540.032Ip=1529.08CORRECCION CORTANTE POR TORSIONCORTANTE POR TRASLACION

EJEVi (Tn)EJEVi (Tn)A0.00A11.69B0.36B11.69C0.72C11.69D1.66D10.2310.63111.6120.19211.6130.52311.6141.71410.47

CORTANTES TOTALES

EJETRASLACIONTORSIONV TOTALV DISEOA11.690.0011.6911.69Si V Total > 0.3*QiB11.690.3612.0412.04V Diseo = 1.25*V TotalC11.690.7212.4112.41D10.231.6611.8811.88111.610.6312.2412.24211.610.1911.8011.80311.610.5212.1212.12410.471.7112.1912.19

QyQx

Hoja3