Hoja1METRADO DE CARGAS

MATERIALCARGAUNIDADMadera1.000tn/m2Concreto2.400tn/m2Albaileria1.800tn/m2Losa aligerada0.280tn/m2losa maciza0.408tn/m2p. terminado2.000tn/m2losetas2.400tn/m2Ventanas2.500tn/m2SC(1y2) Vivienda0.200tn/m2SC(3) techo0.100tn/m2

Zona de puertas: piso tpico0.05*2.1*0.90= 0.095ton/m azotea 0.05*2.1*0.90 = 0.095ton/mZona de muros de albailera: piso tpico w =0 .12*2.2*1.80.475ton/m azotea w =0 .12*1.1*1.80.238ton/mZona de columnas de confinamientopiso tpico w =0 .15*0.15*2.2*2.40.119ton azotea w =0 .15*0.15*1.1*2.40.059tonZona de alfizares con h = 1.0 m: piso tpico w = 1.2x0.12x1.4 + 2.5*0.005*10.195ton/m

Zona de alfizares con h = 1.80 m: piso tpico w = 1.8x0.12x1.5 + 2.5*0.005*.40.330ton/m

Zona de tabiqueria: piso tpico w =0 .12*2.2*1.50.396ton/mazotea w =0 .12*1.1*1.50.198ton/mZona de vigas20x15 (solera)w=0.20*0.15*2.40.072ton/m25x15 (dintel)w=0.20*0.15*2.40.090ton/mZona de escaleraspiso tpico Muro X30.890tonMuro X40.890tonazoteaMuro X30.445tonMuro X40.445ton

Cargas directas X-X

CARGAS DIRECTASZONAMuro Alb.Muro tab.PuertaAlf. h= 1.0 mAlf. h= 1.8 mEscaleraCol. Conf.VigasP(ton) directa0.4750.3960.0950.1950.3301.7800.119V. SoleraV. Dinteltn/mtn/mtn/mtn/mtn/mtn/mtn0.0720.090MuroLongitudes de influencia (metros)tn/mtn/mX13.500.000.000.000.000.002.003.801.202.28X25.050.000.000.000.000.003.005.500.003.15X33.100.000.002.200.003.106.004.006.505.27X43.100.501.000.000.003.102.003.401.504.16X51.600.000.000.000.000.002.001.901.201.24X62.200.000.000.000.000.002.002.500.001.46X72.200.000.000.000.000.002.002.500.001.46X83.650.000.000.000.000.002.003.951.202.36X92.700.000.000.000.000.002.003.000.001.74X109.900.000.000.000.000.004.0010.500.005.94Total29.07

Cargas directas Y-Y

CARGAS DIRECTASZONAMuro Alb.Muro tab.PuertaAlf. h= 1.0 mAlf. h= 1.8 mEscaleraCol. Conf.VigasP(ton) directa0.4750.3960.0720.0000.1192.0000.445V. SoleraV. Dinteltn/mtn/mtn/mtn/mtn/mtn/mtn0.0720.090MuroLongitudes de influencia (metros)tn/mtn/mY13.550.700.000.000.000.002.003.8514.754.46Y22.305.500.900.001.000.002.002.602.254.73Y32.301.200.900.001.500.002.002.602.403.10Y46.700.100.000.000.000.001.006.8511.655.21Y52.400.100.804.650.000.000.002.405.551.91Y62.400.000.000.000.000.000.002.400.001.31Y72.400.000.000.000.000.000.002.400.001.31Y81.651.600.900.000.000.001.001.800.902.14Total24.18

CARGAS INDIRECTAS

x1L=7.85E=0.15A=1.178x2L=3.05E=0.15A=0.458x3L=3.30E=0.15A=0.495x4L=3.10E=0.15A=0.465x5L=3.45E=0.15A=0.518x6L=3.10E=0.15A=0.465x7L=2.10E=0.15A=0.315x8L=3.50E=0.15A=0.525x9L=5.20E=0.15A=0.780

P TIPICOAZOTEAWL=0.200WL=0.100WD=0.388WD=0.388

P TIPICOAZOTEAAIM2PDPLPDPLX111.0914.3030.5554.3030.277X214.3345.5620.7175.5620.358X312.1394.7100.6074.7100.303X411.8284.5890.5914.5890.296X55.3632.0810.2682.0810.134X62.3250.9020.1160.9020.058X72.9401.1410.1471.1410.074X812.1654.7200.6084.7200.304X910.0133.8850.5013.8850.250X1010.5304.0860.5274.0860.26335.9784.63635.9782.318

P TIPICOAZOTEAAIM2PDPLPDPLY15.1191.9860.2561.9860.128Y28.8213.4230.4413.4230.221Y38.8653.4400.4433.4400.222Y48.7953.4120.4403.4120.220Y54.9911.9370.2501.9370.125Y65.1141.9840.2561.9840.128Y75.8002.2500.2902.2500.145Y83.8141.4800.1911.4800.09519.9122.56619.9121.283

Cargas finales por losaWdWlNivel 1109.1397.202Nivel 2109.1397.202Azotea5.5653.601

Hoja2

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