Hoja1Espectro de aceleraciones:

Sa = ZUSC x g g ,9.81 m/s2 RZ=0.3U=1.5S=1.2Tp=0.6R=9.5C=2.5*Tp/Tg=9.81m/s2

En las direcciones X e Y (Direcciones paralelas a los lados de la estructura)P =6382kg

CT(s)Sa(m/s2)C/RSa*gV2.50.01.390.260.14906.92.50.61.390.260.14906.92.10.71.190.230.12777.43.511.1277.723311.90.81.050.200.11680.24.711.12104.341.70.90.930.180.09604.64.76.7262.981.510.840.160.09544.10.83.3525.361.41.10.760.140.08494.7250.381.31.20.700.130.07453.51.21.30.640.120.07418.61251.91.11.40.600.110.06388.75521.01.50.560.110.06362.81803.90.91.60.520.100.05340.10.91.70.490.090.05320.10.81.80.460.090.05302.30.81.90.440.080.04286.40.820.420.080.04272.10.72.10.400.080.04259.10.72.20.380.070.04247.30.72.30.360.070.04236.60.62.40.350.070.04226.70.62.50.330.060.03217.70.62.60.320.060.03209.30.62.70.310.060.03201.50.52.80.300.060.03194.30.52.90.290.050.03187.60.530.280.050.03181.4

Hoja2

Hoja3