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DETERMINACIN DEL ESPECTRO DE PSEUDO-ACELERACIONES
Parametros de ClculoFACTOR DE ZONA "Z"
Zona Factor de Zona "Z"2 0.30
SISTEMA ESTRUCTURAL "R"
Sistema Estructural Estructura
Sistema Dual Irregular 5.25
CATEGORIA DE EDIFICACION "U"Categora Importancia Factor "U"
C Edificaciones Comunes 1.00
PARAMETROS DEL SUELO "S"Tipo Descripcin Tp(s)S2 Suelos
Intermedios 0.60
Gravedad "g" (m/s2) 9.81
Periodo
C T2.50 0.102.50 0.202.50 0.302.50 0.402.50 0.502.50 0.602.14
0.701.88 0.801.67 0.901.50 1.001.36 1.101.25 1.201.15 1.301.07
1.401.00 1.500.94 1.60
Coeficiente de Reduccin "R"
Factor de Amplificacin Sismica
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0.88 1.700.83 1.800.79 1.900.75 2.00
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DETERMINACIN DEL ESPECTRO DE PSEUDO-ACELERACIONES
Factor "S"1.20
Sa1.68171.68171.68171.68171.68171.68171.44151.26131.12111.00900.91730.84090.77620.72070.67270.6306
Aceleracin Espectral
0.00 0.50 1.00 1.50 2.00
2.500.00000.20000.40000.60000.80001.00001.20001.40001.60001.8000
ESPECTRO E.030
Periodo T(s)
Sa
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0.59350.56060.53110.5045
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H: 18.20ct: 45 COEF. DE AMPLIFICACIONTe: 0.4044C: 3.7088C:
2.5000CSG: 0.1714
1.6817
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T Sa0.10 1.6820.20 1.6820.30 1.6820.40 1.6820.50 1.6820.60
1.6820.70 1.4410.80 1.2610.90 1.1211.00 1.0091.10 0.9171.20
0.8411.30 0.7761.40 0.7211.50 0.6731.60 0.6311.70 0.5941.80
0.5611.90 0.5312.00 0.505
Crear Archivo Texto
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Case Dir EccRatio EccOverrides TopStory BotStoryCase Dir
EccRatio EccOverrides TopStory BotStoryESTX X 0.05 No STORY6
BASEESTY Y 0.05 No STORY6 BASE
Peso Calculado: 723.47 tn Vbasal:
N
6 120.58 16.75 2019.687 34.55 120.58 14.00 1688.097 28.94 120.58
11.25 1356.506 23.23 120.58 8.50 1024.916 17.52 120.58 5.75 693.325
11.91 120.58 3.00 361.735 6.2
Suma 7144.266
Pi(tn) hi(m) Pi.hiF. laterales
Fi(tn)
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C K WeightUsed BaseShearC K WeightUsed BaseShear
0.1688 1 723.47 122.120.1688 1 723.47 122.12
122.12 120.578333
34.523 578.26763.379 403.97586.566 260.858104.085 148.914115.937
68.145122.120 18.550
1478.708
F. cortantes Qi(tn)
M. de volteo Mvi(tn.m)
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453.664.32
20.131.57
103.6880.6430.24
784.15
EspectroCrearBlockNotasfuerzas
CommandButton2:
