Metrados Belen-cubicacion Placas-columnas Semisotano

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Datos Concreto descripción Elemento bw h l VIGAS DE CIMENTACION EJE 1 ENTRE EJES 1-2, D'-E Fondo 2.29 5.6 Lateral 0.7 2.29 Lateral 0.7 5.6 ENTRE EJES 2-3, D'-E Fondo 2.29 5.15 Lateral 0.7 2.29 Lateral 0.7 5.15

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Transcript of Metrados Belen-cubicacion Placas-columnas Semisotano

vaciado0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaAreaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41VIGAS DE CIMENTACION5.03719000000EJE 10ENTRE EJES 1-2, D'-E2.518595Fondo2.295.60.050.64120Lateral0.72.290.120.19236Lateral0.75.60.120.4704ENTRE EJES 2-3, D'-EFondo2.295.150.050.589675Lateral0.72.290.120.192360Lateral0.75.150.120.43260000

SOLADO0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaAreaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41VIGAS DE CIMENTACION69.931128000000EJE ATRAMO 1-4Fondo0.4116.90.0510.34645Laterales0.7716.90.0811.04104Laterales1.1515.650.0811.4398EJE A'TRAMO 1-4Fondo0.4116.90.0510.34645Laterales0.7715.650.0810.96404Laterales0.7715.90.0810.97944EJE BTRAMO 1-211VC-3 22Fondo0.415.650.050.115825Laterales0.775.150.080.31724TRAMO 2-3VC-3AFondo0.412.70.0520.1107Laterales1.21.70.0840.6528VC-2AFondo0.361.60.0510.0288Laterales1.21.60.0820.3072

TRAMO 3-4VC-3Fondo0.415.650.0510.115825Laterales0.775.150.0820.63448EJE B'TRAMO 1-2VC-3Fondo0.415.650.0510.115825Laterales0.775.150.0820.63448TRAMO 2-3VC-3AFondo0.412.20.0520.0902Laterales1.21.70.0840.6528VC-3BFondo0.411.60.0510.0328Laterales1.21.60.0820.3072VC-0.25X1.80Fondo0.411.60.050.0328Laterales1.21.60.080.1536

TRAMO 3-4VC-3Fondo0.415.650.0510.115825Laterales0.775.150.0820.63448EJE CTRAMO 1-4Fondo0.6616.40.0510.5412Laterales1.215.90.0823.0528Laterales0.430.750.0820.0516EJE C'TRAMO 1-4Fondo0.413.950.0510.080975Laterales0.773.70.0810.22792Laterales1.153.450.0810.3174TRAMO 3-4VC-8Fondo0.415.150.0520.21115Laterales1.24.650.0841.7856

EJE DTRAMO 1-5Fondo0.6620.10.0510.6633Laterales1.219.350.0823.7152Laterales0.4310.0820.0688EJE D'TRAMO 1-5VC-3Fondo0.4120.10.0510.41205Laterales0.7719.350.0822.38392EJE ETRAMO 1-5VC-3Fondo0.4120.10.0510.41205Laterales0.7719.350.0822.38392EJE FTRAMO 1-5Fondo0.4120.10.0510.41205Laterales0.7720.10.0811.23816Laterales1.1519.350.0811.7802

EJE 1TRAMO A-FFondo0.41250.0510.5125Laterales0.77250.0811.54Laterales1.1522.750.0812.093EJE 2TRAMO A-FVC-1Fondo0.4122.750.0510.466375Laterales0.7722.750.0822.8028TRAMO 2-3VC-1AFondo0.412.810.0520.11521Laterales0.772.810.0840.692384EJE 3TRAMO A-FVC-1Fondo0.4122.750.0510.466375Laterales0.7722.750.0811.4014Laterales0.7722.250.0811.3706TRAMO 3-4VC-8Fondo0.413.740.0510.07667Laterales1.23.740.0820.71808VC-7Fondo0.413.740.0510.07667Laterales1.23.740.0820.71808EJE 4TRAMO A-C'Fondo0.4114.680.0510.30094Laterales0.7714.680.0810.904288Laterales1.1512.930.0811.18956TRAMO C-D'VC-6Fondo0.412.390.0510.048995Laterales1.22.390.0820.45888TRAMO D'-FVC-1Fondo0.416.930.0510.142065Laterales1.26.930.0821.33056EJE 5TRAMO C'-FFondo0.4110.660.0510.21853Laterales0.7711.910.0810.733656Laterales1.1512.840.0811.18128

TRAMO 1-2A-A'2.364.250.0510.5015A'-B2.294.250.0510.486625B-B'2.344.250.0510.49725B'-C2.214.250.0510.469625C-D4.244.250.0510.901D-D'2.144.250.0510.45475D'-E2.294.250.0510.486625E-F4.94.250.0511.04125

TRAMO 2-3A-A'2.365.60.0510.6608ASENSOR3.51.840.0510.3223.431.840.0510.315562.052.20.0510.2255A'-B0.995.60.0510.27721.30.40.0510.0261.30.40.0510.026B-B'2.340.40.0510.04682.340.40.0510.0468

B'-C1.695.60.0510.47320.521.30.0510.03380.521.30.0510.0338C-D4.245.60.0511.1872D-D'2.145.60.0510.5992D'-E2.295.60.0510.6412E-F4.95.60.0511.372

TRAMO 3-4A-A'2.364.250.0510.5015A'-B2.294.250.0510.486625B-B'2.344.250.0510.49725B'-C2.214.250.0510.469625C-D3.751.150.0510.2156253.752.440.0510.45753.750.160.0510.03D-D'2.145.150.0510.55105D'-E2.295.150.0510.589675E-F4.95.150.0511.26175

TRAMO 4-5C'-D0.692.550.0510.087975D-D'2.142.550.0510.27285D'-E2.292.550.0510.291975E-F4.92.550.0510.624759.11.20.11.0929.10.70.10.6370.60.850.10.0513.720.70.10.26048.71.860.071.132743.1731412.650.9512.01750.31.80.5412.55750.879025

Hoja3vaciado 24/03/2015vaciado solado

VIG.CIMENT0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaAreaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41VIGAS DE CIMENTACION65.62304804.48541.622597.451898.18252.24EJE 18.280.675.5476

TRAMO A-BRef. Superior5/845.55122.2Ref. Inferior5/845.55122.2Ref. Horizon5/865.4132.4Ref. Transv5/8223.22170.84Estribos3/8401.38155.2TRAMO B-B'Ref. Superior3/453.49117.45Ref. Interior3/423.4916.98Ref. Inferior3/453.49117.45Ref. Horizon5/862.59115.54Ref. Transv5/8123.22138.64Estribos3/8201.38127.6TRAMO B'-CRef. Superior154.77123.85Ref. Interior124.7719.54Ref. Inferior154.77123.85Ref. Horizon5/863.72122.32Ref. Transv5/8123.22138.64Estribos3/8201.38127.6

EJE 2VC-10.250.78.28Ref. Superior3/4311.9611.44935.88Ref. Interior3/81211.711140.52Ref. Inferior3/4311.96135.88Estribos3/8752.981223.5

VC-1A0.31.32.81Ref. Superior3/433.5611.095910.68Ref. Interior3/8163.06148.96Ref. Inferior3/433.56110.68Estribos3/8194.08177.52

VC-1A0.31.32.81Ref. Superior3/433.5611.095910.68Ref. Interior3/8163.06148.96Ref. Inferior3/433.56110.68Estribos3/8194.08177.52

EJE 3VC-1, VC-60.250.78.281.449VC-80.251.31.580.5135VC-70.251.32.180.7085VC-1Ref. Superior3/4311.96135.88Ref. Interior3/81211.711140.52Ref. Inferior3/4311.96135.88Estribos3/8752.981223.5

EJE 4seccion 8-812.110.67Ref. Superior5/8413.4418.113753.76Ref. Inferior5/8413.44153.76Ref. Horizon5/8613.22179.32Ref. Transv5/8613.221196.42Estribos3/8951.381131.1

C'-D' (VC-6)0.250.73.73Ref. Superior3/435.3810.6527516.14Ref. Interior3/4104.73147.3Ref. Interior3/884.73137.84Ref. Inferior3/435.38116.14Estribos3/8342.981101.32

D'-F (VC-1)0.250.76.94Ref. Superior3/437.9311.214523.79Ref. Interior3/8127.68192.16Ref. Inferior3/437.93123.79Estribos3/8482.981143.04

EJE 5seccion 8A-8A11.170.67Ref. Superior5/8412.9117.483951.64Ref. Interior3/4212.41124.82Ref. Inferior5/8412.91151.64Ref. Horizon5/8612.41174.46Ref. Transv5/8563.221180.32Estribos3/8851.381117.3

EJE Aseccion 1-116.90.67Ref. Superior5/8417.4111.32369.6Ref. Inferior5/8417.4169.6Ref. Horizon5/8616.91101.4Ref. Transv5/8783.221251.16Estribos3/8981.381135.24

EJE A'VC-20.250.716.9Ref. Superior3/4317.412.957552.2Ref. Interior3/4616.91101.4Ref. Interior3/81216.91202.8Ref. Inferior3/4317.4152.2Estribos3/8912.981271.18271.18

EJE BVC-30.250.75.76Ref. Superior3/435.911.00817.7Ref. Interior3/4105.65156.5Ref. Interior3/8105.65156.5Ref. Inferior3/435.9117.7Estribos3/8302.98189.489.4

VC-3A0.251.31.7Ref. Superior3/43210.55256Ref. Interior5/84218Ref. Interior3/8162.25136Ref. Inferior3/432.2516.75Estribos3/8124.08148.96

VC-2A0.21.31.6Ref. Superior3/421.610.4163.2Ref. Interior5/841.616.4Ref. Interior3/8161.6125.6Ref. Inferior3/421.613.2Estribos3/8153.98159.7

VC-3A0.251.31.7Ref. Superior3/43210.55256Ref. Interior5/84218Ref. Interior3/8162.25136Ref. Inferior3/432.2516.75Estribos3/8124.08148.96

VC-20.250.75.65Ref. Superior3/435.910.9887517.7Ref. Interior3/465.65133.9Ref. Interior3/8125.65167.8Ref. Inferior3/435.9117.7Estribos3/8262.98177.48

EJEB'VC-30.250.75.65Ref. Superior3/435.910.9887517.7Ref. Interior3/4105.65156.5Ref. Interior3/8105.65156.5Ref. Inferior3/435.9117.7Estribos3/8302.98189.4

VC-3A0.251.35.6Ref. Superior3/435.611.8216.8Ref. Interior5/845.6122.4Ref. Interior3/8166.1197.6Ref. Inferior3/436.35119.05Estribos3/8354.081142.8

VC-3B0.21.31.6Ref. Superior5/832.710.4168.1Ref. Interior3/8162.2135.2Ref. Inferior5/832.718.1Estribos3/8114.08144.88

VC-20.250.75.65Ref. Superior3/435.910.9887517.7Ref. Interior3/465.65133.9Ref. Interior3/8125.65167.8Ref. Inferior3/435.9117.7Estribos3/8262.98177.48

ASENDOR PANORAMICOseccion 13-13Ref. Horizon5/8203.49169.8Ref. Horizon5/862.7116.2Ref. Transv5/8128.681104.16Ref. Transv5/8123.95147.4

seccion 12-12Ref. Horizon5/8203.6172Ref. Horizon5/862.55115.3Ref. Transv5/8118.41192.51Ref. Transv5/8113.68140.48

EJE CVC-40.51.35.53.575seccion 1a-1aRef. Superior3/455.3253Ref. Interior1/2104.1282Ref. Interior1/223.5214Ref. Interior1/223212Ref. Interior1/222.55210.2Ref. Inferior1/254.26242.642.6Estribos3/823.38213.52Estribos3/874.02256.28Estribos3/8114.582100.76

seccion 1b-1bRef. Superior3/458.6143Ref. Superior158.6143Ref. Superior153.5117.5Ref. Superior153.5117.5Ref. Interior1/2168.61137.6Ref. Inferior3/458.6143Ref. Inferior158.6143Ref. Inferior153.5117.5Ref. Inferior153.5117.5Estribos3/8164.58173.28Estribos1/2394.581178.62

TRAMO C-D (asensor)VC-80.251.34.452Ref. Superior3/436.1522.892536.9Ref. Interior5/845.65245.2Ref. Interior3/8165.652180.8Ref. Inferior3/436.15236.9Estribos3/8354.082285.6

seccion 8-83.450.67Ref. Superior5/844.4512.311517.8Ref. Interior5/844.45117.8Ref. Horizon5/863.95123.7Ref. Transv5/8183.22157.96Estribos3/8241.38133.1233.12

EJE DVC-50seccion 1a-1aRef. Superior3/4522.561112.8Ref. Superior153.9119.5Ref. Superior158.61Ref. Superior153.51Ref. Interior1/21420.55119.5Ref. Inferior3/4521.791108.95Ref. Inferior153.9119.5Ref. Inferior158.61Ref. Inferior153.51Estribos3/883.2119.5Estribos3/8443.64125.6Estribos3/8444.062Estribos1/2224.06189.32

EJE D'VC-10.250.73.95Ref. Superior3/434.210.6912512.6Ref. Interior3/8123.95147.4Ref. Inferior3/434.2112.6Estribos3/8272.98180.46

VC-30.250.71.45Ref. Superior3/434.0510.2537512.15Ref. Interior3/4104.05140.5Ref. Interior3/8104.05140.5Ref. Inferior3/434.05112.15Estribos3/8232.98168.54

EJE EVC-10.250.73.95Ref. Superior3/434.210.6912512.6Ref. Interior3/8123.95147.4Ref. Inferior3/434.2112.6Estribos3/8272.98180.46

VC-30.250.71.45Ref. Superior3/434.0510.2537512.15Ref. Interior3/4104.05140.5Ref. Interior3/8104.05140.5Ref. Inferior3/434.05112.15Estribos3/8232.98168.54

EJE Fseccion 8-85.40.67Ref. Superior5/848.2513.61833Ref. Interior5/848.25133Ref. Horizon5/868148Ref. Transv5/8383.221122.36Estribos3/8521.38171.76

COLUMNAS0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41COLUMNAS8.542501025.6482.16291.56731.360EJE 1C-20.252.950.551Ref. Vertical3/4104.8210.40562548.20.252.950.21Ref. Vertical5/844.8210.147519.28Estribos3/8241.38133.12Estribos3/8241.38133.12C-30.252.950.53Ref. Vertical3/464.8231.1062586.76Ref. Vertical5/824.82328.92Estribos3/8241.38399.36EJE 2C-30.252.950.51Ref. Vertical3/464.8210.3687528.92Ref. Vertical5/824.8219.64Estribos3/8241.38133.12C-50.252.950.53Ref. Vertical3/464.8231.1062586.76Ref. Vertical5/824.82328.92Estribos3/8241.38399.36Estribos3/8140.373EJE 3C-30.252.950.51Ref. Vertical3/464.8210.3687528.92Ref. Vertical5/824.8219.64Estribos3/8241.38133.12C-60.252.950.53Ref. Vertical3/4104.8231.10625144.6Ref. Vertical5/824.82328.92Ref. Vertical3/844.82357.84Estribos3/8240.88363.36Estribos3/8241.38399.36Estribos3/8241.543110.88Estribos3/8140.37315.54EJE 4C-140.252.950.54Ref. Vertical3/464.8241.475115.68Ref. Vertical5/824.82438.56Estribos3/8241.384132.48Estribos3/8140.37420.72

C-140.253.450.51Ref. Vertical3/465.3210.4312531.92Ref. Vertical5/825.32110.64Estribos3/8261.38135.88Estribos3/8170.3716.29C-150.253.450.51Ref. Vertical3/465.3210.4312531.92Ref. Vertical3/425.32110.64Estribos3/8261.38135.88Estribos3/8170.3716.29C-70.253.450.651Ref. Vertical3/4105.3210.56062553.2Ref. Vertical5/865.32131.92Estribos3/8261.68143.68Estribos3/8261.58141.08EJE 5C-120.253.450.61Ref. Vertical3/465.3210.517531.92Ref. Vertical5/885.32142.56Estribos1/2261.58141.08Estribos3/8170.37212.58C-130.253.450.61Ref. Vertical3/465.3210.517531.92Ref. Vertical5/885.32142.56Estribos1/2261.58141.08Estribos3/8170.37212.58

PLACAS0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41PLACAS17.3672501402.82581.36818.76173.4496.4EJE 2-3P-20.252.952.05Ref. Vertical5/865.4221.51187565.04Ref. Vertical5/8125.42165.04Ref. Horizon3/8154.8172Estribos3/8240.98247.04

P-20.252.952.05Ref. Vertical5/865.4231.51187597.56Ref. Vertical5/8125.423195.12Ref. Horizon3/8154.83216Estribos3/8240.98370.56EJE 3-4P-30.252.954.7Ref. Vertical3/4165.4213.4662586.72Ref. Vertical3/8465.421249.32Ref. Horizon3/8345.61190.4Estribos3/8251.38134.5Estribos3/8251.38134.5P-40.253.232.1Ref. Vertical5/86941.695752160.253.232.1Ref. Vertical5/830611.695751800.253.231.55Ref. Horizon3/8265.9311.251625154.18Estribos3/8261.784185.12

VANO0.250.731.55Ref. Vertical3/861.510.2828759Ref. Horizon3/881.89115.12P-50.253.451.7Ref. Vertical3/4165.4211.4662586.72Ref. Vertical3/855.42127.1Ref. Horizon3/892.3120.7Estribos3/8281.38138.64Estribos3/8281.38138.64

P-60.253.452.6Ref. Vertical1104.8212.242548.2Ref. Vertical1/2144.82167.48Ref. Horizon1/2382.52195.76Estribos1/2271.184127.44

P-70.253.452.6Ref. Vertical1104.8212.242548.2Ref. Vertical1/2144.82167.48Ref. Horizon1/2382.52195.76Estribos1/2271.184127.44

MUROS0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41MUROS37.603254784.98EJE 10.252.958.14Ref. Vertical3/8464.8226.00325443.44Ref. Horizon3/81512.590.42389.7EJE 40.252.9511.88Ref. Vertical3/8604.8228.7615578.4Ref. Horizon3/81513.740.42424.2EJE 50.253.456.02Ref. Vertical3/8305.3225.19225319.2Ref. Horizon3/81712.810.42449.14EJE A0.252.9514.65Ref. Vertical3/8744.82210.804375713.36Ref. Horizon3/81517.30.42531EJE C'0.253.453.7Ref. Vertical3/8185.3223.19125191.52Ref. Horizon3/8174.352147.9EJE F0.252.954.95Ref. Vertical3/8285.3223.650625297.92Ref. Horizon3/8178.82299.2

PLATEA0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41PLATEA124.659750005912.56221.8TRAMO 1-2Superior5/82027.62Inferior5/82026.02TRAMO 2-3Superior5/82127.62Inferior5/82126.02TRAMO 3-4Superior5/82027.62Inferior5/82026.02TRAMO 3-4Superior5/81314.53Inferior5/81312.93TRAMO A-A'Superior5/8919.02Inferior5/8917.42TRAMO A'-BSuperior5/8819.02Inferior5/8817.42TRAMO B-B'Superior5/8919.02Inferior5/8917.42TRAMO B'-CSuperior5/8919.02Inferior5/8917.42TRAMO C-C'Superior5/81119.02Inferior5/81117.42TRAMO C'-DSuperior5/8622.72Inferior5/8621.12TRAMO D-D'Superior5/8822.72Inferior5/8821.12TRAMO D'-ESuperior5/8822.72Inferior5/8821.12TRAMO E-FSuperior5/81922.72Inferior5/81921.12

REFUERZOS

16.99.190.5Longitudinales5/87712.690.4277.65552015.8655.340.5Transversales5/84418.90.4213.351698.41.9510.970.5Longitudinales5/853.22210.6957532.23.712.410.5Transversales5/8191.2222.958545.6Longitudinales5/81914.810.42577.98Transversales5/8614.22512.4Longitudinales5/81614.410.42473.92Transversales5/8524.82499.2

Longitudinales3/43831114Transversales3/4147.71107.8

Longitudinales3/872.04228.56Transversales3/891.58228.44

VIG.CIMENT (FALTA)0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaAreaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41VIGAS DE CIMENTACION00244.040464.7237.20EJE 10

TRAMO E-FSECCION 3-3VIGA E-FRef. Superior3/456.95134.75Ref. Interior3/426.1112.2Ref. Inferior3/456.85134.25Estribos3/8301.38141.4REF TRANSVRef. Transv5/8193.42164.98REF ADICIONALESRef. Horizon5/876.1142.7

EJE 2TRAMO E-FVC-2Ref. Superior3/437.15121.45Ref. Interior3/466.3137.8Ref. Interior3/8126.3175.6Ref. Inferior3/437.05121.15Estribos3/8313.02193.62

EJE FSECCION 1-1VIGA 1-2Ref. Superior5/8413.650.7157.4Ref. Inferior5/8413.550.7157Estribos3/8791.381109.02REF TRANSVRef. Transv5/8463.221148.12REF ADICIONALESRef. Horizon5/8712.80.7194.5

PLATEA (FALTA) (2)0.250.560.991.55 2.243.97Empalmes(m)0.550.400.450.60 0.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/20.63 3/41PLATEA91.00550001595.71 0EJE XTRAMO 1-2, ENTRE E-F16.99.190.5refuerz.sup5/8207.260177.6555145.20 55.340.5adicio.sup5/8202.80113.3556.00 adicio.sup5/800010.0refuerzo inferior5/8206.2601125.20 adicio.inf5/8122.250127.00 adicio.inf5/800010.00.0TRAMO 2-3, ENTRE E-F16.99.190.5refuerz.sup5/8237.260177.6555166.98 55.340.5adicio.sup5/8222.80113.3561.60 adicio.sup5/800010.0refuerzo inferior5/8226.2601137.72 adicio.inf5/8122.250127.00 adicio.inf5/800010.00.0TRAMO 3-4, ENTRE E-F16.99.190.5refuerz.sup5/8340177.655512.00 55.340.5adicio.sup5/852.80113.3514.00 adicio.sup5/800010.0refuerzo inferior5/847.160128.64 adicio.inf5/800010.0adicio.inf5/800010.0EJE Y0.0TRAMO 1-3, ENTRE E-F16.99.190.5refuerz.sup5/82114.560177.6555305.76 55.340.5adicio.sup5/8206.950113.35139.00 adicio.sup5/892.350121.15 refuerzo inferior5/82113.2601278.46 adicio.inf5/81050150.00 adicio.inf5/800010.0

COLUMNAS (FALTA)0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41COLUMNAS5.50 01001.3202167380EJE D'C-50.252.920.520.73 Ref. Vertical3/46920.0108Ref. Vertical5/82920.036Estribos3/8461.3820.0126.96Estribos3/8280.3720.020.720.0EJE E0.0C-40.252.920.531.10 Ref. Vertical3/48930.0216Estribos3/8461.3830.0190.44Estribos3/8280.3730.031.080.0EJE F0.0C-10.32.920.8510.74 Ref. Vertical3/410910.090Ref. Vertical5/84910.036Estribos3/8461.4810.068.08Estribos3/8461.4810.068.080.0C-80.32.920.5520.96 Ref. Vertical3/46920.0108Ref. Vertical5/82920.036Estribos3/8461.4820.0136.16Estribos3/8280.3720.020.720.0C-110.32.920.5510.48 Ref. Vertical3/46910.054Ref. Vertical5/82910.018Estribos3/8461.4810.068.08Estribos3/8280.3710.010.360.0C-100.32.920.621.05 Ref. Vertical3/46920.0108Ref. Vertical5/84920.072Estribos3/8461.5820.0145.36Estribos3/8280.3740.041.440.0C-90.32.920.510.44 Ref. Vertical3/46910.054Ref. Vertical5/82910.018Estribos3/8461.3810.063.48Estribos3/8280.3710.010.36

ESCALERAS0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/416.27 ESCALERA E-01TRAMO1FONDO DE TRAMO2.140.1753.0811.15 ESCALONES2.140.1650.34.50.48 TRAMO20.50.40.47510.10 FONDO DE TRAMO2.140.1753.081.15 ESCALONES2.140.1650.310.11 LOSA DE DESCANSO2.0240.1754.3611.54 0.0ESCALERA E-020.0TRAMO10.0FONDO DE TRAMO1.210.153.52510.64 ESCALONES1.210.1750.28550.30 TRAMO20.0FONDO DE TRAMO1.210.152.210.40 ESCALONES1.210.1750.2830.18 LOSA DE DESCANSO1.20.151.210.22

PLACAS (FALTA)0.250.560.991.552.243.97Empalmes(m)0.550.400.450.600.801.20 DatosConcretoAceroRESULTADOSdescripcinElementobwhlespesor LosaTipocantidadf'cDetalle#longitudEmpalmeCantidadConcreto m3Encofrado m2 Acero mlcm2descripcins/empemp.m3m21/43/81/25/83/41PLACAS36.21 01995.12007200TRAMO C-D'P-10.32.921.261.10 0.252.924.67Ref. Vertical3/416953.41 7200.32.924.865Ref. Vertical3/8704.4524.26 6230.252.924.77Ref. Horizon3/8165.7743.48 369.280.32.922.835Ref. Horizon3/8167.6222.48 243.84Estribos3/8461.5110.07590.0P-30.252.924.373.19 0.0P-50.252.924.032.94 0.0MURO PERIMETRAL0.0EJE 10.32.927.096.21 EJE F0.32.9211.67510.23

RESUMENRESUMEN DE METRADO DE ACERO CIMENTACIONESkg/ml0.560.991.552.243.97ELEMENTO3/8"1/2"5/8"3/4"1VIGAS DE CIMENTACION244.040.00464.7237.20PLATEA00.001595.7100COLUMNAS 1001.320.002167380PLACAS1995.120.0007200TOTAL3240.480.002276.411695.20m3610.002531890varillas1813.050.003533.443789.110KgTOTAL9135.6kg

RESUMEN DE METRADO DE ACERO CIMENTACIONESELEMENTOUNIDCANTCOLUMNASM35.50PLACASM320.87MURO PERIMETRALM316.44ESCALERASM36.27TOTALM349.08CEMENTOBOLS441.72CHANCADAM336.81ARENAM324.54