METODO ESTATICO(ZUCS)

ANALISIS ESTATICO

UNIVERSIDAD NACIONAL DE PIURA FACULTAD DE INGENIERIA CIVIL

ANLISIS ESTTICO

CARACTERISTICAS INGRESE DATOS

UBICACIN DE LA OBRAPIURA

ALTURA DEL EDIFICIO23.3

ZONA3Z =0.4

TIPO DE SUELOINTERMEDIOS =1.2(RIGIDO, INTERMEDIO, FLEXIBLE)TIPO DE OBRAHOSPITALTp =0.6

CATEGORIA DE LA OBRACU =1

NUMERO DE NIVELES6T =0.62.5

SISTEMA ESTRUCTURALCONCRETO ARMADOf1 =2(CONCRETO ARMADO, ACERO, ALBAILERIA, f2 =8ESPECIFICACIONES DE LA ESTRUCTURASPORTICOSRd =8(PORTICOS, DUAL, MURO, ETC)CONFIGURACIN ESTRUCTURALREGULARC =2.5(REGULAR E IRREGULAR)P =122.23425

V = 18.3351375

NIVELhiPiPi*hiFV8240000721000061800005150000411.8527.063320.696556.44240535736.442405357339.0531.389284.070455.706631358912.149036716226.2531.389196.181253.941043756216.090080472313.4532.39325111.75671252.245057027718.3351375TOTAL122.23425912.704962518.3351375

METRADOUNIVERSIDAD NACIONAL DE PIURA FACULTAD DE INGENIERIA CIVIL

METRADO DE DE CARGAS

ELEMENTODIMENSIONESPISOALTURASLOSA0.213.45COLUMNA10.40.322.8COLUMNA20.30.432.8VIGA0.30.5AZOTEA2.8TABIQUERIAALTURA2.625N DE PISOS TIPICOS2CATEGORIA C

METRADO DE LA AZOTEA

CMELEMENTOCARGAAREA O LONGITUD TRIBUTARIALONGITUD DEL PORTICOPESOLOSA300410.612720VIGA24000.1510.63816ACABADOS50410.62120CIELO RASO503.710.61961TABIQUERIA2101.410.63116.4COLUMNA2240020.121.4806.4COLUMNA1240010.121.4403.2TOTAL24943

CVELEMENTOCARGAAREA O LONGITUD TRIBUTARIALONGITUD DEL PORTICOPESOSOBRECARGA200410.68480

P azotea =27063kg

PISO TIPICO NIVEL 2 Y 3

CM

ELEMENTOCARGAAREA O LONGITUD TRIBUTARIALONGITUD DEL PORTICOPESOLOSA300410.612720VIGA24000.1510.63816ACABADOS50410.62120CIELO RASO503.710.61961TABIQUERIA2102.810.66232.8COLUMNA2240020.122.81612.8COLUMNA1240010.122.8806.4TOTAL29269


P tipico =31389kgPISO DEL NIVEL 1

CMELEMENTOCARGAAREA O LONGITUD TRIBUTARIALONGITUD DEL PORTICOPESOLOSA300410.612720VIGA24000.1510.63816ACABADOS50410.62120CIELO RASO503.710.61961TABIQUERIA2103.12510.66956.25COLUMNA2240020.123.1251800COLUMNA1240010.123.125900TOTAL30273.25


P 1er nivel =32393.25kg

P TOTAL =122.23425Toneladas

ACELERACION ESPECTRALUNIVERSIDAD NACIONAL DE PIURA FACULTAD DE INGENIERIA CIVIL

Ingresar Tp = 0.6

ACELERACION ESPECTRAL

TSaC0.051.4720.071.472SEUDO ACELERACIN0.11.4722.50.21.4722.50.31.4722.50.41.4722.50.51.4722.50.61.4722.500.71.2612.140.81.1041.8750.90.9811.6710.8831.51.10.8031.361.20.7361.251.30.6791.151.40.6311.071.50.5891.001.60.5520.941.70.5190.881.80.4910.831.90.4650.7920.4410.752.10.4200.712.20.4010.682.30.3840.652.40.3680.632.50.3530.602.60.3400.582.70.3270.562.80.3150.542.90.3040.5230.2940.503.10.2850.483.20.2760.473.30.2680.453.40.2600.443.50.2520.433.60.2450.423.70.2390.413.80.2320.393.90.2260.3840.2210.384.10.2150.374.20.2100.364.30.2050.354.40.2010.344.50.1960.334.60.1920.334.70.1880.324.80.1840.314.90.1800.3150.1770.305.10.1730.295.20.1700.295.30.1670.285.40.1640.285.50.1610.275.60.1580.275.70.1550.265.80.1520.265.90.1500.2560.1470.256.10.1450.256.20.1420.246.30.1400.246.40.1380.236.50.1360.236.60.1340.236.70.1320.226.80.1300.226.90.1280.2270.1260.217.10.1240.217.20.1230.217.30.1210.217.40.1190.207.50.1180.207.60.1160.207.70.1150.197.80.1130.197.90.1120.1980.1100.198.10.1090.198.20.1080.188.30.1060.188.40.1050.188.50.1040.188.60.1030.178.70.1010.178.80.1000.178.90.0990.1790.0980.179.10.0970.169.20.0960.169.30.0950.169.40.0940.169.50.0930.169.60.0920.169.70.0910.159.80.0900.159.90.0890.15100.0880.15

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METODO ESTATICO(ZUCS)