METRADO (2)METRADO DE CARGAS PERMANENTESProyecto :Ubicacin :MUROS PORTANTES DE ALBAILERIA ENTREPISO 1 NIVELL (m)h (m)N ELEMENS (m)PESO (ton)Eje A1 NIVEL16.322.710.1512.562 NIVEL16.322.710.1512.563 NIVEL16.322.710.1512.564 NIVEL16.322.710.1512.565 NIVEL16.322.710.1512.56Eje B2 NIVEL4.52.710.153.463 NIVEL4.52.710.153.464 NIVEL4.52.710.153.465 NIVEL4.52.710.153.46Eje C2 NIVEL62.710.154.623 NIVEL62.710.154.624 NIVEL62.710.154.625 NIVEL62.710.154.62Eje D1 NIVEL2.52.710.151.922 NIVEL2.52.710.151.923 NIVEL2.52.710.151.924 NIVEL2.52.710.151.925 NIVEL2.52.710.151.92Eje E1 NIVEL13.552.710.1510.432 NIVEL13.552.710.1510.433 NIVEL13.552.710.1510.434 NIVEL13.552.710.1510.435 NIVEL13.552.710.1510.43Eje 11 NIVEL82.710.156.162 NIVEL82.710.156.163 NIVEL82.710.156.164 NIVEL82.710.156.165 NIVEL82.710.156.16Eje 22 NIVEL6.52.710.155.003 NIVEL6.52.710.155.004 NIVEL6.52.710.155.005 NIVEL6.52.710.155.00Eje 32 NIVEL32.710.152.313 NIVEL32.710.152.314 NIVEL32.710.152.315 NIVEL32.710.152.31Eje 42 NIVEL1.52.710.151.153 NIVEL1.52.710.151.154 NIVEL1.52.710.151.155 NIVEL1.52.710.151.15Eje 52 NIVEL42.710.153.083 NIVEL42.710.153.084 NIVEL42.710.153.085 NIVEL42.710.153.08Eje 62 NIVEL2.52.710.151.923 NIVEL2.52.710.151.924 NIVEL2.52.710.151.925 NIVEL2.52.710.151.92TOTAL (Ton.)241.51VIGASArea (m2)L (m)N ELEMENPESO (ton)VP1 NIVEL0.250.324.314.372 NIVEL0.250.324.314.373 NIVEL0.250.324.314.374 NIVEL0.250.324.314.375 NIVEL0.250.324.314.37V-11 NIVEL0.250.232.513.902 NIVEL0.250.232.513.903 NIVEL0.250.232.513.904 NIVEL0.250.232.513.905 NIVEL0.250.232.513.90V-21 NIVEL0.250.37.711.392 NIVEL0.250.37.711.393 NIVEL0.250.37.711.394 NIVEL0.250.37.711.395 NIVEL0.250.37.711.39V-31 NIVEL0.250.23.510.422 NIVEL0.250.23.510.423 NIVEL0.250.23.510.424 NIVEL0.250.23.510.425 NIVEL0.250.23.510.42V-41 NIVEL0.250.24.810.582 NIVEL0.250.24.810.583 NIVEL0.250.24.810.584 NIVEL0.250.24.810.585 NIVEL0.250.24.810.58VS-11 NIVEL0.250.220.412.452 NIVEL0.250.220.412.453 NIVEL0.250.220.412.454 NIVEL0.250.220.412.455 NIVEL0.250.220.412.45VS-21 NIVEL0.250.21712.042 NIVEL0.250.21712.043 NIVEL0.250.21712.044 NIVEL0.250.21712.045 NIVEL0.250.21712.04TOTAL (Ton.)75.72COLUMNASArea (m2)L (m)N ELEMENPESO (ton)C - 11 NIVELAREA=0.062.7145.442 NIVELAREA=0.062.7145.443 NIVELAREA=0.062.7145.444 NIVELAREA=0.062.7145.445 NIVELAREA=0.062.7145.44C-20.001 NIVELAREA=0.1692.711.102 NIVELAREA=0.1692.711.103 NIVELAREA=0.1692.711.104 NIVELAREA=0.1692.711.105 NIVELAREA=0.1692.711.10C-30.001 NIVELAREA=0.082.752.592 NIVELAREA=0.082.752.593 NIVELAREA=0.082.752.594 NIVELAREA=0.1692.755.485 NIVELAREA=0.082.752.59C-40.001 NIVELAREA=0.0752.710.492 NIVELAREA=0.0752.710.493 NIVELAREA=0.0752.710.494 NIVELAREA=0.1692.711.105 NIVELAREA=0.0752.710.49C-50.001 NIVELAREA=0.1352.710.872 NIVELAREA=0.1352.710.873 NIVELAREA=0.1352.710.874 NIVELAREA=0.1692.711.105 NIVELAREA=0.1352.710.87C-70.001 NIVELAREA=0.122.710.782 NIVELAREA=0.122.710.783 NIVELAREA=0.122.710.784 NIVELAREA=0.1692.711.105 NIVELAREA=0.122.710.78TOTAL (Ton.)60.37PARAPETO DE ALBAILERIA 1 NIVELL (m)h (m)N ELEMENS (m)PESO (ton)Eje 15 PISO49.750.910.1512.76TOTAL (Ton.)12.76LOSA ALIGERADAPISO TERMINADOPISOAREA(m2)CARGA(Kg/m2)PESO(ton)CARGA(Kg/m2)PESO(ton)113430040.210013.4213430040.210013.4313430040.210013.4413420026.810013.4513420026.810013.4PESO TOTAL DE LA ESTRUCTURA =631.56Ton.METRADO DE CARGAS VIVASSOBRECARGAS 1:S/C200 Kg/m2SOBRECARGAS 2:S/C100 Kg/m2AREA (m2)PESOS (Ton)PISOTECHO1 NIVEL13426.802 NIVEL13413.403 NIVEL13413.404 NIVEL13413.40TOTAL (Ton.)67.00

RESUMEN DE METRADOMETRADO PRIMER NIVELPRIMER PISOCARGA MUERTApeso tn/m2areatotalloza aligerada0.367.520.25piso terminado0.167.56.75AREA0.31.720.520.11.720.17cantidadlongitud o alturalargoanchopeso tn/m3columnas132.40.40.1502.404.4912.4area0.0492.400.2812.4area0.0982.400.56vigas313.50.250.2002.404.86550.20.2002.402.40MUROSmuros EJE 1 -EJE 322.411.50.1501.9015.73EJE E112.030.1501.900.581.1512.42.280.1501.901.56eje 2'12.43.580.1501.902.45eje b112.150.1501.900.61eje c112.150.1501.900.61eje 2112.990.1501.900.85eje 2,12.43.170.1501.902.1712.41.150.1501.900.79VOLADO113.710.1501.901.06carga vivapeso tn/m2%areatotalsobrecarga0.20.2567.53.38sumatoria70.07SEGUNDO PISOCARGA MUERTApeso tn/m2areatotalloza aligerada0.367.520.25piso terminado0.167.56.75AREA0.31.720.520.11.720.17cantidadlongitud o alturalargoanchopeso tn/m3columnas132.40.40.1502.404.4912.4area0.0492.400.2812.4area0.0982.400.56vigas313.50.250.2002.404.86550.20.2002.402.40MUROSmuros EJE 1 -EJE 322.411.50.1501.9015.73EJE E112.030.1501.900.5812.41.680.1501.901.1511.80.60.1501.900.31EJED12.43.680.1501.902.52EJE B112.150.1501.900.61EJE C112.150.1501.900.61EJE A'12.41.60.1501.901.09EJE B12.41.60.1501.901.09EJE 212.43.010.1501.902.06112.990.1501.900.85EJE 2,12.44.910.1501.903.36carga vivapeso tn/m2%areatotalsobrecarga0.20.2567.53.38sumatoria73.6367.51.0907845926TERCER NIVELCARGA MUERTApeso tn/m2areatotalloza aligerada0.367.520.25piso terminado0.167.56.75AREA0.31.720.520.11.720.17cantidadlongitud o alturalargoanchopeso tn/m3columnas131.850.40.1502.403.4611.85area0.0492.400.2211.85area0.0982.400.432.42.154.55vigas313.50.250.2002.404.86550.20.2002.402.40MUROSmuros EJE 1 -EJE 320.6511.50.1501.904.26EJE A10.654.550.1501.900.84EJE E10.654.550.1501.90.84EJE B10.652.150.1501.90.40EJE C10.652.150.1501.90.40EJE 210.652.840.1501.90.53EJE B10.651.350.1501.90.25EJE C10.651.350.1501.90.25EJE 2'10.652.950.1501.90.55peso tn/m2%areatotalsobrecarga0.10.2567.51.69sumatoria49.071ER NIVEL70.072DO NIVEL73.633ER NIVEL49.07AREA (m2)PESO (ton)INDICE (ton/m2)1ER NIVEL67.5070.071.042DO NIVEL67.5073.631.093ER NIVEL67.5049.070.73PESO192.76LOSA ALIGERADAPISO TERMINADOVIGASMUROSCOLUMNASPARAPETOTOTAL40.2013.4015.1431.0611.270.00111.0840.2013.4015.1452.6111.270.00132.6240.2013.4015.1452.6111.270.00132.6226.8013.4015.1452.6111.270.00119.2226.8013.4015.1452.6111.2712.76131.98627.53TonPESOS DE CARGA VIVA (Ton.)26.8013.4013.4013.4013.401 NIVELPcm+ 0.5*Pcv124.4774352 NIVEL139.3234353 NIVEL139.3234354 NIVEL125.9234355 NIVEL138.68431AREA (m2)PESO (ton)INDICE (ton/m2)134124.4774350.93134139.3234351.04134139.3234351.04134125.9234350.94134138.684311.03

BASALDIVISIN DE LA FUERZA CORTANTE EN ALTURAarearadioarea de cirarea finalespesorpeso espcpeso1ERA PANTALLA7.800.150.075.630.102.401.350.300.280.290.270.500.790.300.280.150.070.150.070.150.070.250.200.150.072DA PANTALLA4.800.150.074.230.102.401.020.250.200.100.030.150.070.250.20Direccin XX - YYNIVELPi (ton)Hi (m)Pi*HiaFi (ton)Vi (ton)11.352.603.510.450.240.5321.024.204.270.550.290.29S2.377.781.000.53CORTANTE BASALZ =0.40U =1.50S =1.20C =2.50Periodo del Suelo (tipo S2)R =8.00Tp =0.6segFuerza Cortante en la baseV =0.53Ton

VIGASMETRADO DE CARGAS MUERTAS DISTRIBUIDASMETRADO DE CARGAS VIVASProyecto :Ubicacin :ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVPVPP. propio0.250.32.4180Losa2002.44488Losa Kg/m2Ancho trib.TOTAL (kg/m.) =488.00Losa3002.44732p. terminado1002.44244TOTAL (kg/m.) =1156.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV-P1V-P1P. propio0.250.32.4180Losa2004.31862Losa Kg/m2Ancho trib.TOTAL (kg/m.) =862.00Losa3004.311293p. terminado1004.31431TOTAL (kg/m.) =1904.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVP2VP2P. propio0.250.32.4180Losa2004.39878Losa Kg/m2Ancho trib.TOTAL (kg/m.) =878.00Losa3004.391317p. terminado1004.39439TOTAL (kg/m.) =1936.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVP1.1VP1.1P. propio0.250.32.4180Losa2001.09218Losa Kg/m2Ancho trib.TOTAL (kg/m.) =218.00Losa3001.09327p. terminado1001.09109TOTAL (kg/m.) =616.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVP1.2VP1.2P. propio0.250.32.4180Losa2002.25450Losa Kg/m2Ancho trib.TOTAL (kg/m.) =450.00Losa3002.25675p. terminado1002.25225TOTAL (kg/m.) =1080.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVPA 1VPA 1P. propio0.250.32.4180Losa2002.15430Losa Kg/m2Ancho trib.TOTAL (kg/m.) =430.00Losa3002.15645p. terminado1002.15215TOTAL (kg/m.) =1040.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV2V2P. propio0.250.32.4180Losa2002.09418Losa Kg/m2Ancho trib.TOTAL (kg/m.) =418.00Losa3002.09627p. terminado1002.09209TOTAL (kg/m.) =1016.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV3V3P. propio0.250.32.4180Losa2001.12224Losa Kg/m2Ancho trib.TOTAL (kg/m.) =224.00Losa3001.12336p. terminado1001.12112TOTAL (kg/m.) =628.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV COSTADOSV COSTADOSP. propio0.250.22.4120Losa2000.5100Losa Kg/m2Ancho trib.TOTAL (kg/m.) =100.00Losa3000.5150p. terminado1000.550TOTAL (kg/m.) =320.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV INTERMEDIASV INTERMEDIASP. propio0.250.22.4120Losa2001200Losa Kg/m2Ancho trib.TOTAL (kg/m.) =200.00Losa3001300p. terminado1001100TOTAL (kg/m.) =520.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV HORIZV HORIZP. propio0.250.22.4120Losa2001.88376Losa Kg/m2Ancho trib.TOTAL (kg/m.) =376.00Losa3001.88564p. terminado1001.88188TOTAL (kg/m.) =872.00ELEMENTOb(m)h(l)P (ton/m3)Carga kg/mTotalmurosP. propio10.152.4360Losa Kg/m2Ancho trib.Losa1.880p. terminado1.880TOTAL (kg/m.) =360.00METRADO DE CARGAS VIVASELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVPLosa2002.44488TOTAL (kg/m.) =488.00ELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV-P1Losa2004.31862TOTAL (kg/m.) =862.00ELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVP2Losa2004.39878TOTAL (kg/m.) =878.00ELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVP1.1Losa2000.5100TOTAL (kg/m.) =100.00ELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVP1.2Losa2002.25450TOTAL (kg/m.) =450.00ELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalVPA 1Losa2002.15430TOTAL (kg/m.) =430.00ELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV2Losa2002.09418TOTAL (kg/m.) =418.00ELEMENTOLosa Kg/m2Ancho trib.Carga kg/mTotalV3Losa2001.12224TOTAL (kg/m.) =224.00