Hoja1EDIFICIO MULTIFAMILIAR : 8 PISOS - SEMISOTANO - AZOTEACLIENTE : INMOBILIARIA BLUE STR S.A.C.

NIVELANCHO (X)LARGO (Y)ALTURAAREAMASAJSEMISOTANO20.0038.2573.05673.9434.462322.401 PISO20.0038.2572.60510.0332.461655.562 PISO20.0038.2572.60501.5830.281518.783 PISO20.0038.2572.60501.5830.281518.784 PISO20.0038.2572.60501.5830.281518.785 PISO20.0038.2572.60501.5830.281518.786 PISO20.0038.2572.60501.5830.281518.787 PISO20.0038.2572.60501.5830.281518.788 PISO20.0038.2572.60501.5830.281518.78AZOTEA20.0038.2572.6062.2614.8992.71

SISMO X-X

PARAMETROS SISMICOSZ = 0.40U = 1.0S = 1.0T = 0.82TP = 0.40C = 1.22R = 7.00ENTONCES C/R = 0.18ANALISIS

ESTATICO

NIVELhiPiPihiFxMxSEMISOTANO2.80177.83497.922.251.551 PISO5.40183.60991.444.653.202 PISO7.80183.601432.086.934.773 PISO10.40183.601909.449.216.344 PISO13.00183.602386.811.497.915 PISO15.60183.602864.1613.779.486 PISO18.20183.603341.5216.0511.057 PISO20.80199.224143.7819.8813.698 PISO23.40199.224661.74822.3515.39AZOTEA26.00199.225179.7224.8217.091877.0927408.61131.4

DINAMICO ( plataforma )

T (s)VdinamicoVestaticoREGULAR0.8Vest.FactorSISMO X-X0.80221.27253.050.80202.440.96

DESPLAZAMIENTO DE LOS CENTROS DE MASA

NIVELJOINTU1U inelastico (cm)(cm.)/ heRESULTADOSEMISOTANO403.00 E-040.160.160.0006PASA1 PISO409.00 E-040.420.270.0010PASA2 PISO401.80 E-030.820.400.0015PASA3 PISO403.00 E-031.360.540.0021PASA4 PISO404.40 E-031.990.630.0024PASA5 PISO406.00 E-032.720.720.0028PASA6 PISO407.80 E-033.530.810.0031PASA7 PISO409.60 E-034.341.080.0041PASA8 PISO401.20 E-025.420.680.0026PASAAZOTEA401.35 E-026.111.080.0041PASA

DESPLAZAMIENTOS MAXIMOS

NIVELJOINTU1U inelastico (cm)(cm.)/ heRESULTADOSEMISOTANO43.00 E-040.160.160.0006PASA1 PISO41.00 E-030.440.280.0011PASA2 PISO42.00 E-030.900.460.0017PASA3 PISO43.40 E-031.540.640.0024PASA4 PISO44.90 E-032.210.680.0026PASA5 PISO46.70 E-033.020.810.0031PASA6 PISO48.60 E-033.880.860.0033PASA7 PISO41.05 E-034.730.850.0033PASA8 PISO41.20 E-025.680.940.0026PASAAZOTEA41.28 E-026.580.910.0035PASA

JUNTA SISMICAS(formula) = 3+0.004(h-500) = 10.09S (min) = 3.02/3 ( Dmax + Dvec.)S = 11.09

ENTONCES 2/3 x Dmax = 6.73S/2 = 5.05

El edificio se retirara : 5.00

EDIFICIO MULTIFAMILIAR : 8 PISOS - SEMISOTANO - AZOTEACLIENTE : INMOBILIARIA BLUE STR S.A.C.

NIVELANCHO (X)LARGO (Y)ALTURAAREAMASAJSEMISOTANO12.4532.852.65317.0929.091022.891 PISO12.4532.852.60314.1328.821013.392 PISO12.4532.852.60312.6028.671008.123 PISO12.4532.852.60312.6028.671008.124 PISO12.4532.852.60312.6028.671008.125 PISO12.4532.852.60312.6028.671008.126 PISO12.4532.852.60312.6028.671008.127 PISO12.4532.852.60312.6028.671008.128 PISO12.4532.852.60312.6028.671008.12AZOTEA12.4532.852.60312.6028.671008.12

SISMO Y-Y

PARAMETROS SISMICOSZ = 0.40U = 1.0S = 1.0T = 1.04TP = 0.40C = 0.96R = 7.00C/R = 0.14ENTONCES C/R = 0.14

ANALISIS

ESTATICO

NIVELhiPiPihiFyMxSEMISOTANO2.65177.83471.251.331.281 PISO5.30183.60973.082.752.652 PISO7.90183.601450.444.113.963 PISO10.50183.601927.805.465.264 PISO13.10183.602405.166.816.565 PISO15.70183.602882.528.167.866 PISO18.30183.603359.889.519.167 PISO20.90199.224163.7011.7911.368 PISO23.50199.224681.6713.2612.77AZOTEA26.10199.225199.6414.7214.171877.0927515.1477.9

DINAMICO ( plataforma )

T (s)VdinamicoVestaticoREGULAR0.8Vest.FactorSISMO Y-Y1.02126.95150.050.80120.041.01

DESPLAZAMIENTO DE LOS CENTROS DE MASA

NIVELJOINTU2U inelastico (cm)(cm.)/ heRESULTADOSEMISOTANO406.00 E-040.320.320.0012PASA1 PISO402.10 E-041.100.790.0029PASA2 PISO404.10 E-032.151.050.0039PASA3 PISO406.30 E-033.311.160.0044PASA4 PISO408.60 E-034.521.210.0046PASA5 PISO409.70 E-035.781.260.0048PASA6 PISO401.10 E-037.041.260.0048PASA7 PISO401.34 E-038.241.210.0046PASA8 PISO401.57 E-0210.552.310.0088RIGIDAZARAZOTEA402.35 E-0210.610.050.0002PASA

DESPLAZAMIENTOS MAXIMOS

NIVELJOINTU2U inelastico (cm)(cm.)/ heRESULTADOSEMISOTANO3388.00 E-040.410.410.0015PASA1 PISO3382.50 E-041.310.900.0034PASA2 PISO3384.80 E-032.531.220.0046PASA3 PISO3387.50 E-033.951.420.0054PASA4 PISO3381.04 E-035.461.510.0057PASA5 PISO3381.34 E-037.081.620.0062PASA6 PISO3381.64 E-038.621.540.0059PASA7 PISO3381.94 E-0310.181.560.0060PASA8 PISO3382.24 E-0211.751.570.0060PASAAZOTEA3382.52 E-0213.231.180.0056PASA

JUNTA SISMICAS(formula) = 3+0.004(h-500) = 10.09S (min) = 3.02/3 ( Dmax + Dvec.)S = 11.07

ENTONCES 2/3 x Dmax = 7.86S/2 = 5.05

El edificio se retirara : 8.00

ZUCS V = P = 0.07P = 275.32 R ZUCS Sa = g = 1.64 R / he limite = 0.007 ZUCS V = P = 0.06P = 173.05 R ZUCS Sa = g = 1.40 R / he limite = 0.007

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