analisis estatico-dinamico

Metrado cargasMETRADO DE CARGAS

MaterialesPesoUnidadEspesor aligerado (m)Espesor de losa superior (m)Peso propio (Kg/m2)
ARMANDO: Losa aligerada 01 sola direccin con vigueta de 0.1 m. de ancho y 0.4 m. entre ejes.Peso tabique (Kg/m)
ARMANDO: Arcilla o silico calcareoCarga equivalente (Kg/m2)areaaltura aprox.60kg/m3Concreto armado2400Kg/m30.170.0528074 o menos30Muros altos102.2522.531725Concreto simple con grava2300Kg/m30.200.0530075 a 14960Muros Bajos3134230Albailera unidades de arcilla solida1800Kg/m30.250.05350150 a 2499035955150Albailera unidades de arcilla hueca1350Kg/m30.300.05420250 a 399150239.7kg/m2Tarrajeo con cemento2000Kg/m3MaterialesPesoUnidad400 a 549210Agua dulce1000Kg/m3Unidades solida para muro portante de arcilla o silico-calcareo Kg/(m2xcm)19550 a 699270Acero7850Kg/m3Unidades hueca para tabiques de arcilla o silico-calcareo Kg/(m2xcm)14700 a 849330Acabados (e=5cm.)100Kg/m2850 a 1000390

AZOTEAElementosUbicacinLargo (m)Ancho (m)Altura (m)Area (m2)Volumen (m3)Cantidad (Unid)Carga unitaria (Unid)Sub-Total (Kg)Total (Kg)CARGA MUERTA261520.00Losa aligerada ALIG1.6.0x3.0x0.206.003.0018.004.00300.0021600.00Losa macizaMAC1.4.0x4.0x0.154.004.000.152.404.002400.0023040.00ColumnaC1.0.50X0.500.500.502.700.6840.002400.0064800.00VigaV1.0.25X0.500.500.255.000.6330.002400.0045000.00V2.0.25X0.600.600.256.000.9030.002400.0064800.00PlacaPL1-0.25X4.00.254.002.702.706.002400.0038880.00EscaleraESC1.2400.000.00TabiqueriaTAB1.AcabadosALIG1.6.0x3.0x0.206.003.0018.00100.001800.00MAC1.4.0x4.0x0.154.004.0016.00100.001600.00CARGA VIVA6800.00SobrecargaALIG1.6.0x3.0x0.206.003.0018.00200.003600.00MAC1.4.0x4.0x0.154.004.0016.00200.003200.00

PISO TIPICOElementosUbicacinLargo (m)Ancho (m)Altura (m)Area (m2)Volumen (m3)Cantidad (Unid)Carga unitaria (Unid)Sub-Total (Kg)Total (Kg)CARGA MUERTA261520.00Losa aligerada ALIG1.6.0x3.0x0.206.003.0018.004.00300.0021600.00Losa macizaMAC1.4.0x4.0x0.154.004.000.152.404.002400.0023040.00ColumnaC1.0.50X0.500.500.502.700.6840.002400.0064800.00VigaV1.0.25X0.500.500.255.000.6330.002400.0045000.00V2.0.25X0.600.600.256.000.9030.002400.0064800.00PlacaPL1-0.25X4.00.254.002.702.706.002400.0038880.00TabiqueriaTAB1.AcabadosALIG1.6.0x3.0x0.206.003.0018.00100.001800.00MAC1.4.0x4.0x0.154.004.0016.00100.001600.00CARGA VIVA6800.00SobrecargaALIG1.6.0x3.0x0.206.003.0018.00200.003600.00MAC1.4.0x4.0x0.154.004.0016.00200.003200.00

PRIMER PISOElementosUbicacinLargo (m)Ancho (m)Altura (m)Area (m2)Volumen (m3)Cantidad (Unid)Carga unitaria (Unid)Sub-Total (Kg)Total (Kg)CARGA MUERTA261520.00Losa aligerada ALIG1.6.0x3.0x0.206.003.0018.004.00300.0021600.00Losa macizaMAC1.4.0x4.0x0.154.004.000.152.404.002400.0023040.00ColumnaC1.0.50X0.500.500.502.700.6840.002400.0064800.00VigaV1.0.25X0.500.500.255.000.6330.002400.0045000.00V2.0.25X0.600.600.256.000.9030.002400.0064800.00PlacaPL1-0.25X4.00.254.002.702.706.002400.0038880.00TabiqueriaTAB1.AcabadosALIG1.6.0x3.0x0.206.003.0018.00100.001800.00MAC1.4.0x4.0x0.154.004.0016.00100.001600.00CARGA VIVA6800.00SobrecargaALIG1.6.0x3.0x0.206.003.0018.00200.003600.00MAC1.4.0x4.0x0.154.004.0016.00200.003200.00

CUADRO RESUMENCARGA MUERTACARGA VIVAAZOTEA261520.006800.00PISO 4261520.006800.00PISO 3261520.006800.00PISO 2261520.006800.00PISO 1261520.006800.00TOTAL1307600.0034000.00

Analisis estatico

ANALISIS SISMICO ESTATICOPeriodo fundamentalhn(m)=16.95Altura tomada desde el nivel + 0.00 m.CT=60CT= 35 Porticos, CT= 45 Porticos,cajas de ascensor y escaleras, CT= 65 Mamposteria, Muros de corteT(hn/CT)=0.28Perdo fundamentalFuerza cortante en la baseZ =0.4Factor de zonaU = 1.0Categora de la edificacinS =1Parametro del sueloTp(s) =0.4Parametro del sueloC (2.5xTp/T)= 8.8Factor de amplificacin ssmica C2.5C =2.5Configuracin estructuralRegularSi la configuracin estructural es irregular utilizar 0.75RR=6Coeficiente de reduccion C/R=0.42C/R 0.125 Psismico (Kg)=1136.75100%(CM) + X%(CV)V (Kg) =189.4587315Fuerza cortante en la base estaticaDistribucin de la fuerza ssmica por altura Distribucin de la fuerza ssmica por altura T0.7; Fa=0.374654641528.418809725hiPiFihiPiFi3.7236.32486215.783.726322015.556.35215.11956627.416.3526322026.689215.11956638.85926322037.8211.65213.93942350.0111.6526322048.9514.3193.98195955.6614.326322060.4616.9562.26701321.1816.95

Excentricidad Accidental:Lx(m)=8.00Dimensin del edificio en la direccin perpendicular a la accin de la fuerza de sismoLy(m)=20.00ex (0.05Lx)=0.40Excentricidadx-xey (0.05Ly)=1.00Excentricidady-yCalculo de la deriva de entrepisosPisoComn (Comb. Sismo X+)Comn (Comb. Sismo Y+)Control de desplazamiento xControl de desplazamiento yEstado xEstado y162.9278.750.0170.021No cumpleNo cumple2102.77141.010.0110.017No cumpleNo cumple3131.61187.150.0080.012No cumpleNo cumple4146.28212.10.0040.007CumpleCumple

Analisis dinamicoESPECTRO DE ACELERACIONESParametros Ssmicos:FactorZonaZSistema EstructuralRZona3: CostaZ = 0.40 1: Selva0.151: (Acero) Prticos dctiles9.5CategoraC: ComunesU = 1.0 2: Sierra0.32: (Acero) Arriostres Excntricos6.5Tipo de suelo1: Roca o muy rgidoS = 1.0 3: Costa0.43: (Acero) Arriostres en Cruz6.0Sistema estructural Rx5: (Concr) DualR = 7.0 CategoraU% S/C4: (Concr) Porticos8.0Sistema estructural Ry6: (Concr) de Muros EstructuralesR = 6.0 A: Esenciales1.550%5: (Concr) Dual7.0RegularidadR: RegularRi = 1.00 B: Importantes1.350%6: (Concr) de Muros Estructurales6.0Element. Resistentes2: Prticos ms ascensor Ct = 45 C: Comunes1.025%7: (Concr) Muros de Duct. Limitada4.0Tp = 0.4 Tipo de sueloTpS8: (Albaileria) Armada o Confinada3.0Altura del edificio H=16.50m1: Roca o muy rgido0.419: (Madera) esfuerzos admisibles7.02: Intermedio0.61.2Elementos ResistentesCtPeriodoT=0.37s3: Flexible0.91.41: Slo prticos35Ordenada espectralC=2.50RegularidadRi2: Prticos ms ascensor 45Coeficiente ssmico XCs x=0.143
Adolfo Callupe: Cs se ingresa en el prog. para realizar el anlisis estaticoZUSC/RI: Irregular0.753: Albailera y slo muros60Coeficiente ssmico YCs y=0.167
Adolfo Callupe: Cs se ingresa en el prog. para realizar el anlisis estaticoZUSC/RR: Regular1.00Aceleracin espectralSa=1.40m/s2

Cs=Ssmo de diseo o demanda de diseo(Para el anlisis esttico equivalente en el software)Sa=SUZC/R * g

Tp Lmite:2 segIntervalo0.2

TSxSyCCsCs0.001.4011.6352.500.1430.1670.401.4011.6352.500.1430.1670.600.8440.9851.510.0860.1000.800.5890.6871.050.0600.0701.000.4460.5200.800.0450.0531.200.3550.4140.630.0360.0421.400.2930.3420.520.0300.0351.600.2480.2890.440.0250.0291.800.2140.2490.380.0220.0252.000.1870.2190.330.0190.0222.000.1870.2190.330.0190.022

TSxSy0.0001.6350.0001.4011.6350.4001.6350.4001.4011.6350.6000.9850.6000.8440.9850.8000.6870.8000.5890.6871.0000.5201.0000.4460.5201.2000.4141.2000.3550.4141.4000.3421.4000.2930.3421.6000.2891.6000.2480.2891.8000.2491.8000.2140.2492.0000.2192.0000.1870.219

Hoja1PeriodosModePeriodUXUYUZSumUXSumUYSumUZRXRYRZSumRXSumRYSumRZ10.37192519.217932.6903019.217932.6903042.137524.78325.149842.137524.78325.149820.15415843.724832.1083062.942764.7986041.672856.7930.343783.810381.57625.493530.102673.18014.5592066.122869.357800.28190.32323.32584.092281.899228.818540.0913821.46650.8888067.589370.246605.55616.165528.816189.648488.064757.634550.06777816.501413.2003084.090783.446909.572511.227924.687799.220999.292682.322260.0554384.74843.7775088.839187.224400.14940.48991.315599.370399.782583.637770.0469581.35871.2815090.197888.50600.25920.00938.078599.629599.791991.716280.0361250.15715.7007090.354994.206700.26690.02330.007799.896499.815291.723990.0331155.94820.6565096.303194.863300.0320.06240.000699.928499.877691.7245100.0238980.01380.0569096.316994.920200.01910.02451.970899.947599.902193.6953110.0224510.31470.9044096.631695.824600.00130.00891.12299.948899.91194.8174120.0218351.22852.0866097.860297.911200.00080.01843.823499.949699.929398.6408130.0194281.38070.9313099.240998.842500.02050.05170.019399.970199.98198.6601140.0172050.07680.1548099.317798.997300.0040.0020.154599.974199.98398.8146150.013790.39130.2045099.708999.201800.00290.0008099.97799.983898.8146160.0129420.16810.5505099.87799.752300.0210.01220.926699.997999.99699.7412170.0114660.01730.0139099.894399.766200.00020.00040.002199.998199.996499.7433180.0109610.03950.0056099.933899.771700.000700.006799.998899.996499.7501

Txx=0.154158Tp= 0.4C2.5Tyy=0.371925Cxx=6.4868511527Cyy=2.6887141225Masas sismicas por pisoStoryDiaphragmMassXMassYMMIXMYMPeso simisco (Tnf )hi (m)STORY6AZOTEA6.34736.3473152.5776.1936.4962.26701316.95STORY5TECHO519.773919.7739870.20917.9895.747193.98195914.3STORY4TECHO421.808321.80831057.63497.7795.878213.93942311.65STORY3TECHO321.928621.92861055.51577.7575.858215.1195669STORY2TECHO221.928621.92861055.51577.7575.858215.1195666.35STORY1TECHO124.090224.09021164.26147.5646.014236.3248623.7Total =1136.752389tn.Cortante basal para el caso estaticoVxest.=189.4587315Vyest.=189.4587315Vxdin.=100.68Vydin=95.25Txx=0.154158Tyy=0.3719250.80Vxest.=151.56698520.80Vyest.=151.5669852Z=0.4Z=0.40.90Vxest.=170.512858350.90Vyest.=170.51285835U=1U=1f regularxx1.5054329082f regularyy1.5912544378Cxx=2.5Cyy=2.5f irregularxx1.6936120218f irregularyy1.7901612425S=1S=1P=1136.752389P=1136.752389Rxx=6Ryy=6Cortante basal para el caso dinamicoStoryLoadLocPVXVYTMXMYSTORY6SISMOXXTop013.6612.98172.200STORY6SISMOXXBottom013.6612.98172.234.39936.191STORY6SISMOYYTop013.0411.5144.57500STORY6SISMOYYBottom013.0411.5144.57530.46934.567STORY5SISMOXXTop038.2336.08488.42234.39936.191STORY5SISMOXXBottom038.2336.08488.422125.562134.709STORY5SISMOYYTop036.3836.29453.22930.46934.567STORY5SISMOYYBottom036.3836.29453.229124.815126.402STORY4SISMOXXTop061.2757.35787.231125.562134.709STORY4SISMOXXBottom061.2757.35787.231275.438294.395STORY4SISMOYYTop057.2858.48738.595124.815126.402STORY4SISMOYYBottom057.2858.48738.595278.42275.939STORY3SISMOXXTop079.4573.29997.791275.438294.395STORY3SISMOXXBottom079.4573.29997.791467.651501.636STORY3SISMOYYTop073.1875.68941.427278.42275.939STORY3SISMOYYBottom073.1875.68941.427476.797466.978STORY2SISMOXXTop092.3584.411135.291467.651501.636STORY2SISMOXXBottom092.3584.411135.291688.447741.508STORY2SISMOYYTop084.3587.621069.468476.797466.978STORY2SISMOYYBottom084.3587.621069.468705.121686.931STORY1SISMOXXTop0100.6890.611217.687688.447741.508STORY1SISMOXXBottom0100.6890.611217.6871019.4751105.051STORY1SISMOYYTop090.6195.251149.633705.121686.931STORY1SISMOYYBottom090.6195.251149.6331049.1611017.393