Hoja1 primer pisocentro de masacentro de rigidezexcentricidadXcm17.63X c.r4.42ex13.21Ycm4.93Y c.r4.65ey0.28 2do pisoFm60kg/cm2centro de masacentro de rigidezexcentricidadXcm17.63X c.r5.86ex11.77Ycm4.93Y c.r4.660ey0.27 3er pisocentro de masacentro de rigidezexcentricidadXcm17.63X c.r4.40ex13.23Ycm4.93Y c.r4.661ey0.27yxWT0.75TN/M2MUROPi (tn)Xi (m)Yi (m)tLKixKiyhKix . YiKiy . XiEm1ER PISODIRECCION X1X2.41.658.2753.9419.770.153.150.0223.10.183300002X2.217.358.27516.2118.250.152.80.0170.142300003X4.416.75.07529.5522.380.254.20.0650.332300004X4.622.24.27510.1619.750.254.40.0710.304300005X2.231.150.0752.570.170.152.150.0090.001300006X2.3670.07516.540.180.153.150.0220.0023000018.20.2070.96430000DIRECCION Y1Y14.090.0750.41751.065.880.158.350.1140.009300002Y14.194.3252.961.3741.150.1530.0200.086300003Y12.894.6756.6560.2585.700.253.40.0430.203300004Y13.788.6754.175119.5257.520.158.350.1140.9873000054.95321.16270.740.2911.28430000

2DO PISODIRECCION X1X2.41.658.2753.9419.770.153.150.00460.0372X2.217.358.27516.2118.250.152.80.0030.0273X4.416.75.07529.5522.380.254.20.0160.0804X4.622.24.27510.1619.750.254.40.0180.0755X2.231.150.0752.570.170.152.150.0020.0006X2.3670.07516.540.180.153.150.0040.00018.20.0470.219DIRECCION Y1Y14.090.0750.41751.065.880.158.350.0410.0032Y14.194.3252.961.3741.150.1530.0200.0863Y12.894.6756.6560.2585.700.253.40.0430.2034Y13.788.6754.175119.5257.520.158.350.1140.98754.95321.16270.740.2181.279

3ER PISODIRECCION X1X2.41.658.2753.9419.770.153.150.0028.90.0132X2.217.358.27516.2118.250.152.80.0010.0093X4.416.75.07529.5522.380.254.20.0060.0294X4.622.24.27510.1619.750.254.40.0060.0275X2.231.150.0752.570.170.152.150.0010.0006X2.3670.07516.540.180.153.150.0020.0001118.20.0170.078DIRECCION Y1Y14.090.0750.41751.065.880.158.350.0190.0012Y14.194.3252.961.3741.150.1530.0010.0063Y12.894.6756.6560.2585.700.253.40.0030.0154Y13.788.6754.175119.5257.520.158.350.0190.16254.95321.16270.740.0420.184

resumen de pesos173.16273.16373.16area219.4875tnMUROPi (tn)LtfaFAvVaP permanenteareaFdVm1ER PISODIRECCION X1X2.43.20.155.0610.6503401361SI RESISTE 9.6420.400.50.471.061.9904761905NO RESISTE cortante traslacional2X2.212.800.155.2510.6503401361SI RESISTE 9.6422.950.50.421.192.0142857143NO RESISTE 3X4.414.200.254.2011.514122449SI RESISTE 9.649.180.51.050.481.8857142857NO RESISTE 4X4.624.400.254.2011.514122449SI RESISTE 9.648.760.51.100.451.8818181818NO RESISTE RIGIDEZ TOTAL DEL EDIFICIO1 piso2 piso3 piso5X2.232.150.156.9210.6503401361SI RESISTE 9.6429.880.50.321.552.0790697674NO RESISTE Kix0.271Kix0.2070.0470.0176X2.363.150.155.0010.6503401361SI RESISTE 9.6420.400.50.471.061.9904761905NO RESISTE 18.2Kiy0.551Kiy0.2910.2180.042DIRECCION Y1Y14.098.350.1511.2510.6503401361NO RESISTE 6.655.310.51.250.401.8718562874NO RESISTE 8.92Y14.193.000.1531.5310.6503401361NO RESISTE 6.6514.780.50.451.112NO RESISTE 3Y12.893.500.2514.7311.514122449NO RESISTE 6.657.600.50.880.571.9028571429NO RESISTE 4Y13.788.350.1511.0010.6503401361NO RESISTE 6.655.310.51.250.401.8718562874NO RESISTE 61 pisoVix9.6454.953.12 pisoVix6.433 pisoVix4.49

1 pisoViy6.652 pisoViy14.663 pisoViy9.06

evaluar el momento torsor

MtxMty12.6787.8921.72172.5031.20119.92 primer pisocentro de masacentro de rigidezexcentricidadXcm17.63X c.r4.42ex13.21Ycm4.93Y c.r4.65ey0.28 2do pisocentro de masacentro de rigidezexcentricidadXcm17.63X c.r5.86ex11.77Ycm4.93Y c.r4.66ey0.27 3er pisocentro de masacentro de rigidezexcentricidadXcm17.63X c.r4.40ex13.23Ycm4.93Y c.r4.66ey0.27

piso1.5 ex + eacxex - eacxeacc xeacc yex122.1310.9012.312.035219.969.4622.312.035322.1610.9232.312.0351.5 ey + eacyey - eacyey12.45-1.7622.44-1.7732.44-1.77

momento torsor con excentricidad accidentalincremento cortante torsionales1er pisoMtxMtyxy1213.316.3DIRECCION X1X105.1-11.72X3X2128.335.74X60.8-25.95X6X399.622.149.1-16.0DIRECCION Y1Y2Y3Y4Y

1235679810

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Hoja2

CALCULO DE LA CORTANTE BASAL

PESO=219.49Tn

FACTOR DE ZONAZ=0.40COSTAFACTOR DE USOU=1.00CATEGORIA BFACTOR DELSUELOS=1.20INTERMEDIOTp=0.60R=8.00

PORTICOSx48.23y48.23FACTOR DE AMPLIFICACION SISMICAC=2.50V =(ZxUxSxC/R)xPV=32.921

viNivelhPP x hPh/PhF=%*VV tnVxVy38.973.16651.150.4936.1773.164.074.072673.16438.980.3324.3936.992.742.7413.173.16226.800.1712.6012.601.421.4213171.00ERROR:#NAME?

4