CENTRO DE MASACALCULO DEL CENTRO DE MASA PARA EL ANALISIS SISMICO ESTATICO

TIPOELEMENTOSw(kgf/m)L(m)X(m)Y(m)W(kgf)(W)*(X)(W)*(Y)VIGASW21X101V-101150.308.004.0030.001202.404809.6036072.00W21X101V-102150.308.0012.0030.001202.4014428.8036072.00W21X101V-103150.308.0020.0030.001202.4024048.0036072.00W21X101V-104150.308.004.0020.001202.404809.6024048.00W21X101V-105150.308.0012.0020.001202.4014428.8024048.00W21X101V-106150.308.0022.0020.001202.4026452.8024048.00W21X101V-107150.308.004.0010.001202.404809.6012024.00W21X101V-108150.308.0012.0010.001202.4014428.8012024.00W21X101V-109150.308.0022.0010.001202.4026452.8012024.00W21X101V-110150.308.004.000.001202.404809.600.00W21X101V-111150.3010.0012.000.001503.0018036.000.00W21X101V-112150.3010.0020.000.001503.0030060.000.00W21X101V-113150.3010.000.005.001503.000.007515.00W21X101V-114150.3010.000.0015.001503.000.0022545.00W21X101V-115150.3010.000.0025.001503.000.0037575.00W21X101V-116150.3010.0024.005.001503.0036072.007515.00W21X101V-117150.3010.0024.0015.001503.0036072.0022545.00W21X101V-118150.3010.0024.0025.001503.0036072.0037575.00W21X101V-119150.3010.008.005.001503.0012024.007515.00W21X101V-120150.3010.008.0015.001503.0012024.0022545.00W21X101V-121150.3010.008.0025.001503.0012024.0037575.00W21X101V-122150.3010.0016.005.001503.0024048.007515.00W21X101V-123150.3010.0016.0015.001503.0024048.0022545.00W21X101V-124150.3010.0016.0025.001503.0024048.0037575.00W21X101V-125150.305.0020.007.50751.5015030.005636.25W21X101V-126150.304.0022.0022.50601.2013226.4013527.00W21X101V-127150.305.0020.0010.00751.5015030.007515.00W21X101V-128150.304.0022.0020.00601.2013226.4012024.00COLUMNASW21X101C-A1150.303.000.000.00450.900.000.00W21X101C-A2150.303.000.0010.00450.900.004509.00W21X101C-A3150.303.000.0020.00450.900.009018.00W21X101C-A4150.303.000.0030.00450.900.0013527.00W21X101C-B1150.303.008.000.00450.903607.200.00W21X101C-B2150.303.008.0010.00450.903607.204509.00W21X101C-B3150.303.008.0020.00450.903607.209018.00W21X101C-B4150.303.008.0030.00450.903607.2013527.00W21X101C-C1150.303.0016.000.00450.907214.400.00W21X101C-C2150.303.0016.0010.00450.907214.404509.00W21X101C-C3150.303.0016.0020.00450.907214.409018.00W21X101C-C4150.303.0016.0030.00450.907214.4013527.00W21X101C-D1150.303.0024.000.00450.9010821.600.00W21X101C-D2150.303.0024.0010.00450.9010821.604509.00W21X101C-D3150.303.0024.0020.00450.9010821.609018.00W21X101C-D4150.303.0024.0030.00450.9010821.6013527.00W21X101C-51150.303.0020.0010.00450.909018.004509.00W21X101C-52150.303.0020.0020.00450.909018.009018.00W21X101C-S1150.303.0020.005.00450.909018.002254.50W21X101C-S2150.303.0020.0025.00450.909018.0011272.50W21X101C-I1150.303.0024.005.00450.9010821.602254.50W21X101C-I2150.303.0024.0025.00450.9010821.6011272.50SUBTOTAL44789.40583164.00660944.25TIPOELEMENTOw(kgf/m2)Area (m2)X(m)Y(m)W(kgf)(W)*(X)(W)*(Y)LOSAACERO DECKLOSA 12410.9380.004.0025.00192874.40771497.604821860.00ACERO DECKLOSA22410.9380.0012.0025.00192874.402314492.804821860.00ACERO DECKLOSA 32410.9380.004.0015.00192874.40771497.602893116.00ACERO DECKLOSA 42410.9380.0012.0015.00192874.402314492.802893116.00ACERO DECKLOSA 52410.9380.004.005.00192874.40771497.60964372.00ACERO DECKLOSA 62410.9380.0012.005.00192874.402314492.80964372.00ACERO DECKLOSA 72410.9320.0022.0022.5048218.601060809.201084918.50ACERO DECKLOSA 82410.9320.0022.007.5048218.601060809.20361639.50ACERO DECKLOSA 92410.9380.0022.0015.00192874.404243236.802893116.00ESCALERACONCRETOESCALERA 12400.004.0022.005.009600.00211200.0048000.00CONCRETOESCALERA 22400.004.0022.0025.009600.00211200.00240000.00SUBTOTAL1465758.0016045226.4021986370.00

Xm=11.01Ym=14.99

ANALISIS SISMIO ESTATICOConsideraciones

H. edificioHn9mZonificacionZ0.4P. sueloS1.2H. edificioHn9 mTpTp0.6ZonificacionZ0.40CategoriaU1P. sueloS1.20S. estructuralR9.5TpTp0.60CtCt35CategoriaU1.00T.fundamentalT0.26S. estructuralR9.50F.ampli.C2.5CtCt35.00T.fundamentalT0.26P. piso1P1682.515tnfH.1 PISO3mF.ampli.C2.50P.piso2P2682.515tnfH.2 PISO6mP.piso3P3677.319tnfH.3 PISO9mP. edificioPe2042.349tnfP.livelive99tnf251.02188

Ptotal2091.849tnf0.0433333333CORTANTE BASALV=264.23tnfFUERZA BASAL POR PISOcomo el T es menor de .7s no se considera Fa por lo cual el P*h es igual ala fuerza por piso

P1*H12047.545P2*H24095.09P3*H36095.871TOTAL12238.506

F1=44.21tnfF2=88.41tnfF3=131.61tnf

ESPECTRO DE RESPUESTA GRAFICO

ESPECTRO DE RESPUESTAESPECTRO DE RESPUESTA SEGN LA NORMA E-030

H. edificioHn9ZonificacionZ0.4P. sueloS1.2TpTp0.6CategoriaU1S. estructuralR9.5CtCt35T.fundamentalT0.26F.ampli.C2.5

T(s)CELASTICOINELASTICO0.002.5001.0000.1050.102.5001.0000.1050.202.5001.0000.1050.302.5001.0000.1050.402.5001.0000.1050.502.5001.0000.1050.602.5001.0000.1050.702.2220.8890.0940.801.9450.7780.0820.901.7290.6910.0731.001.5560.6220.0661.101.4140.5660.0601.201.2960.5190.0551.301.1970.4790.0501.401.1110.4440.0471.501.0370.4150.0441.600.9720.3890.0411.700.9150.3660.0391.800.8640.3460.0361.900.8190.3280.0342.000.7780.3110.0332.100.7410.2960.0312.200.7070.2830.0302.300.6760.2710.0282.400.6480.2590.0272.500.6220.2490.0262.600.5980.2390.0252.700.5760.2300.0242.800.5560.2220.0232.900.5360.2150.0233.000.5190.2070.0223.100.5020.2010.0213.200.5000.2000.0213.300.5000.2000.0213.400.5000.2000.0213.500.5000.2000.0213.600.5000.2000.0213.700.5000.2000.0213.800.5000.2000.0213.900.5000.2000.0214.000.5000.2000.0214.100.5000.2000.0214.200.5000.2000.0214.300.5000.2000.0214.400.5000.2000.0214.500.5000.2000.0214.600.5000.2000.0214.700.5000.2000.0214.800.5000.2000.0214.900.5000.2000.0215.000.5000.2000.0215.100.5000.2000.0215.200.5000.2000.0215.300.5000.2000.0215.400.5000.2000.0215.500.5000.2000.0215.600.5000.2000.0215.700.5000.2000.0215.800.5000.2000.0215.900.5000.2000.0216.000.5000.2000.0216.100.5000.2000.0216.200.5000.2000.0216.300.5000.2000.0216.400.5000.2000.0216.500.5000.2000.0216.600.5000.2000.0216.700.5000.2000.0216.800.5000.2000.0216.900.5000.2000.0217.000.5000.2000.0217.100.5000.2000.0217.200.5000.2000.0217.300.5000.2000.0217.400.5000.2000.0217.500.5000.2000.0217.600.5000.2000.0217.700.5000.2000.0217.800.5000.2000.0217.900.5000.2000.0218.000.5000.2000.0218.100.5000.2000.0218.200.5000.2000.0218.300.5000.2000.0218.400.5000.2000.0218.500.5000.2000.0218.600.5000.2000.0218.700.5000.2000.0218.800.5000.2000.0218.900.5000.2000.0219.000.5000.2000.0219.100.5000.2000.0219.200.5000.2000.0219.300.5000.2000.0219.400.5000.2000.0219.500.5000.2000.0219.600.5000.2000.0219.700.5000.2000.0219.800.5000.2000.0219.900.5000.2000.02110.000.5000.2000.021