METRADO HOS.xlsx

RESUMEN

METRADOS DE ESTRUCTURAS AULAS 101 AL 104 Y 201 AL 204 RESUMEN DE METRADOS DE ESTRUCTURAS

Proyecto :CONSTRUCCION DE AULAS DE LA I.E N501258 CORONEL FRANCISCO BOLOGNESI CERVANTES

Propietario :FUNDACION TINTAYAFecha :marzo/2015Especialidad :ESTRUCRURASModulo :AULAS DEL 101-204ITEMDESCRIPCIONUnd.Total

02ESTRUCTURAS02.01 BLOQUE DE AULAS02.01.01 MOVIMIENTO DE TIERRAS02.01.01.01 EXCAVACION MANUAL PARA LA CIMENTACION
Alexander Checca Apaza: Alexander Checca Apaza:por la losa de cimentacionm381.1902.01.01.02 RELLENO CON MATERIAL PROPIO
Alexander Checca Apaza: Alexander Checca Apaza:Actualizar de acuerdo al nptm343.3802.01.01.03 NIVELACION INTERIOR Y APISONADOm2135.0002.01.01.04 ACARREO DE MATERIAL EXCAVADOm349.1402.01.01.05 ELIMINACION DE MATERIAL EXCEDENTEm349.1402.01.02 OBRAS DE CONCRETO SIMPLE02.01.02.01 SOLADOS02.01.02.01.01 SOLADO DE CONCRETO DE 4" MEZCLA 1:12 CEMENTO - HORMIGON
Alexander Checca Apaza: Alexander Checca Apaza:va aumentar por losa de cimentacionm252.2602.01.02.02 CIMIENTOS CORRIDOS
Alexander Checca Apaza: Alexander Checca Apaza:iincluir en el metrado

02.01.02.02.01CIMIENTOS CORRIDOS MEZCLA 1:10 CEMENTO - HORMIGON + 30% PG
Alexander Checca Apaza: Alexander Checca Apaza:ojo coordinar con roy el nombre de partidam39.1402.01.02.02.02 ENCOFRADO Y DESENCOFRADO CIMIENTO CORRIDOm245.2302.01.02.03 SOBRECIMIENTOS02.01.02.03.01 SOBRE CIMIENTO 1:8 + 25% PM
Alexander Checca Apaza: Alexander Checca Apaza:ojo coordinar con roy para la partidam35.0302.01.02.03.02 ENCOFRADO Y DESENCOFRADO SOBRECIMIENTOm240.2102.01.02.04 FALSOPISO02.01.02.04.01 FALSO PISO MEZCLA 1:8 E=4"m2135.0002.01.03 OBRAS DE CONCRETO ARMADO02.01.03.01 ZAPATAS02.01.03.01.01 ENCOFRADO Y DESENCOFRADO DE ZAPATAS
Alexander Checca Apaza: Alexander Checca Apaza:disminuira debido a la eliminacion de dos zapatasm335.7402.01.03.01.02 ACERO GRADO 60 PARA ZAPATASkg2,328.8602.01.03.01.03 CONCRETO f'c=210 Kg/cm2 PARA ZAPATAS
Alexander Checca Apaza: Alexander Checca Apaza:disminuira debido a la eliminacion de dos zapatasm316.6002.01.03.01.04CURADO DE CONCRETOm235.7402.01.03.02 LOSAS DE CIMENTACION02.01.03.02.01 ENCOFRADO Y DESENCOFRADO PARA LOSAS DE CIMENTACIONm20.0002.01.03.02.02 ACERO GRADO 60 PARA LOSAS DE CIMENTACIONkg124.7302.01.03.02.03 CONCRETO f'c=210 Kg/cm2 PARA LOSAS DE CIMENTACIONm30.0002.01.03.02.04 CURADO DE CONCRETOm20.0002.01.03.03 VIGAS T INVERTIDAS02.01.03.03.01 ENCOFRADO Y DESENCOFRADO PARA VIGAS T INVERTIDASm20.0002.01.03.03.02 ACERO GRADO 60 PARA VIGAS T INVERTIDASkg1,011.0102.01.03.03.03 CONCRETO f'c=210 Kg/cm2 PARA VIGAS T INVERTIDASm30.0002.01.03.03.04 CURADO DE CONCRETOm20.0002.01.03.04 VIGAS DE CONEXION02.01.03.04.01 ENCOFRADO Y DESENCOFRADO PARA VIGAS DE CONEXIONm256.2802.01.03.04.02 ACERO GRADO 60 PARA VIGAS DE CONEXIONkg2,820.4802.01.03.04.03 CONCRETO f'c=210 Kg/cm2 PARA VIGAS DE CONEXIONm37.0402.01.03.04.04CURADO DE CONCRETOm256.2802.01.03.05 PLACAS02.01.03.05.01 ENCOFRADO Y DESENCOFRADO PARA PLACASm236.4602.01.03.05.02 ACERO GRADO 60 PARA PLACASkg8,351.2302.01.03.05.03 CONCRETO f'c=175 Kg/cm2 PARA PLACASm36.7902.01.03.05.04 CURADO DE CONCRETOm236.4602.01.03.06 COLUMNAS02.01.03.06.01 ENCOFRADO Y DESENCOFRADO PARA COLUMNASm2141.4602.01.03.06.02 ACERO GRADO 60 PARA COLUMNASkg2,036.4802.01.03.06.03 CONCRETO f'c=210 Kg/cm2 PARA COLUMNASm312.7502.01.03.06.04 CURADO DE CONCRETOm2141.4602.01.03.07 COLUMNAS DE ARRIOSTRE02.01.03.07.01 ENCOFRADO Y DESENCOFRADO PARA COLUMNAS DE ARRIOSTREm2191.8002.01.03.07.02 ACERO GRADO 60 PARA COLUMNAS DE ARRIOSTREkg1,752.6702.01.03.07.03 CONCRETO f'c=175 Kg/cm2 PARA COLUMNAS DE ARRIOSTREm314.5202.01.03.07.04 CURADO DE CONCRETOm2313.5202.01.03.08 VIGAS02.01.03.08.01 ENCOFRADO Y DESENCOFRADO PARA VIGASm2126.7602.01.03.08.02 ACERO GRADO 60 PARA VIGASkg6,857.3902.01.03.08.03 CONCRETO f'c=210 Kg/cm2 PARA VIGAS
Alexander Checca Apaza: Alexander Checca Apaza:falta vigas de borde y de escaleras y vigas chatas de ultimo pisom312.0702.01.03.08.04 CURADO DE CONCRETOm2156.9402.01.03.09 VIGAS DE ARRIOSTRE02.01.03.09.01 ENCOFRADO Y DESENCOFRADO PARA VIGAS DE ARRIOSTREm280.2902.01.03.09.02 ACERO GRADO 60 PARA VIGAS DE ARRIOSTREkg1,456.9102.01.03.09.03 CONCRETO f'c=175 Kg/cm2 PARA VIGAS DE ARRIOSTREm35.1302.01.03.09.04 CURADO DE CONCRETOm2161.5702.01.03.10 LOSAS02.01.03.10.01 LOSAS ALIGERADAS02.01.03.10.01.01 ENCOFRADO Y DESENCOFRADO PARA LOSAS ALIGERADASm2240.0002.01.03.10.01.02 LADRILLO BLOQUES HUECOS 15X30X30und3,000.0002.01.03.10.01.03 ACERO GRADO 60 PARA LOSAS ALIGERADASkg2,799.2302.01.03.10.01.04 CONCRETO f'c=210 Kg/cm2 PARA LOSAS ALIGERADAS
Alexander Checca Apaza: Alexander Checca Apaza:puede de varie de acuerdo al analisis de cortem321.0002.01.03.10.01.05 CURADO DE CONCRETOm2240.0002.01.03.10.02 LOSAS MACIZAS02.01.03.10.02.01 ENCOFRADO Y DESENCOFRADO PARA LOSAS MACIZASm212.2402.01.03.10.02.02 ACERO GRADO 60 PARA LOSAS MACIZAkg1,375.8502.01.03.10.02.03 CONCRETO f'c=175 Kg/cm2 PARA LOSA MACIZAm32.4502.01.03.10.02.04 CURADO DE CONCRETOm212.2402.02ESCALERAS DE CONCRETO02.02.01 ESCALERAS02.02.01.01 ENCOFRADO Y DESENCOFRADO PARA VIGAS DE AMARREm254.5502.02.01.02 ACERO GRADO 60 PARA VIGAS DE AMARREkg339.1102.02.01.03 CONCRETO f'c=210 Kg/cm2 PARA VIGAS DE AMARREm32.8602.02.01.04 CURADO DE CONCRETOm275.6502.02 TANQUE CISTERNA Y TANQUE ELEVADO02.02.01 MOVIMIENTO DE TIERRAS02.02.01.01 EXCAVACIONES02.02.01.01.01 EXCAVACION MANUAL PARA LA CIMENTACIONm317.1302.02.01.02 RELLENOS02.02.01.02.01 RELLENO CON MATERIAL PROPIOm37.5802.02.01.03 ELIMINACION DE MATERIAL EXCEDENTE02.02.01.03.01 ACARREO DE MATERIAL EXCAVADOm312.2502.02.01.03.02 ELIMINACION DE MATERIAL EXCEDENTEm312.2502.02.02 OBRAS DE CONCRETO SIMPLE02.02.02.01 SOLADOS02.02.02.01.01 CONCRETO f'c=100 Kg/cm2 PARA SOLADO H=0.05 mm27.2902.02.03 OBRAS DE CONCRETO ARMADO02.02.03.01 ZAPATAS02.02.03.01.01 CONCRETO f'c=210 Kg/cm2 PARA ZAPATASm33.6502.02.03.01.02 ACERO GRADO 60 PARA ZAPATASkg143.2202.02.03.02 COLUMNAS02.02.03.02.01 CONCRETO f'c=210 Kg/cm2 PARA COLUMNASm38.7802.02.03.02.02 ENCOFRADO Y DESENCOFRADO PARA COLUMNASm286.4002.02.03.02.03 ACERO GRADO 60 PARA COLUMNASkg1,382.2102.02.03.03 VIGAS02.02.03.03.01 CONCRETO f'c=210 Kg/cm2 PARA VIGASm34.2002.02.03.03.02 ENCOFRADO Y DESENCOFRADO PARA VIGASm244.1002.02.03.03.03 ACERO GRADO 60 PARA VIGASkg692.8302.02.03.04 LOSAS02.02.03.04.01 LOSAS MACIZAS02.02.03.04.01.01 CONCRETO f'c=210 Kg/cm2 PARA LOSAS MACIZASm31.5402.02.03.04.01.02 ENCOFRADO Y DESENCOFRADO PARA LOSAS MACIZASm27.6802.02.03.04.01.03 ACERO GRADO 60 PARA LOSAS MACIZASkg99.7902.02.03.05 CISTERNA SUBTERRANEO02.02.03.05.01 CONCRETO f'c=210 Kg/cm2 PARA CISTERNA SUBTERRANEOm34.1602.02.03.05.02 ENCOFRADO Y DESENCOFRADO PARA CISTERNA SUBTERRANEOm233.3002.02.03.05.03 ACERO GRADO 60 PARA CISTERNA SUBTERRANEOkg437.1802.02.03.06 TANQUE ELEVADO02.02.03.06.01 CONCRETO f'c=210 Kg/cm2 PARA TANQUE ELEVADOm32.2202.02.03.06.02 ENCOFRADO Y DESENCOFRADO PARA TANQUE ELEVADOm217.7602.02.03.06.03 ACERO GRADO 60 PARA TANQUE ELEVADOkg354.8202.03 CERCO PERIMETRICO02.03.01 MOVIMIENTO DE TIERRAS02.03.01.01 EXCAVACIONES02.03.01.01.01 EXCAVACION MANUAL PARA LA CIMENTACIONm396.9602.03.01.02 RELLENOS02.03.01.02.01 RELLENO CON MATERIAL PROPIOm335.2402.03.01.03 NIVELACION INTERIOR Y APISONADO02.03.01.03.01 NIVELACION INTERIOR Y APISONADOm2144.0002.03.01.04 ELIMINACION DE MATERIAL EXCEDENTE02.03.01.04.01 ACARREO DE MATERIAL EXCAVADOm363.2502.03.01.04.02 ELIMINACION DE MATERIAL EXCEDENTEm363.2502.03.02 OBRAS DE CONCRETO SIMPLE02.03.02.01 CIMIENTOS CORRIDOS02.03.02.01.01 CONCRETO f'c=140Kg/cm2 + 30%P.G. PARA CIMIENTOS CORRIDOSm385.6602.03.02.02 SOBRECIMIENTOS02.03.02.02.01 CONCRETO f'c=140 Kg/cm2 + 25%P.M. PARA SOBRECIMIENTOSm38.5702.03.02.02.02 ENCOFRADO Y DESENCOFRADO PARA SOBRECIMIENTOSm285.6602.03.03 OBRAS DE CONCRETO ARMADO02.03.03.01 ZAPATAS02.03.03.01.01 CONCRETO f'c=175 Kg/cm2 PARA ZAPATASm310.2502.03.03.01.02 ACERO GRADO 60 PARA ZAPATASkg343.9302.03.03.02 COLUMNAS02.03.03.02.01 CONCRETO f'c=175 Kg/cm2 PARA COLUMNASm38.5802.03.03.02.02 ENCOFRADO Y DESENCOFRADO PARA COLUMNASm2114.0002.03.03.02.03 ACERO GRADO 60 PARA COLUMNASkg1,137.7002.03.03.03 VIGAS02.03.03.03.01 CONCRETO f'c=175 Kg/cm2 PARA VIGASm39.0002.03.03.03.02 ENCOFRADO Y DESENCOFRADO PARA VIGASm284.0002.03.03.03.03 ACERO GRADO 60 PARA VIGASkg876.7402.04 OBRAS EXTERIORES02.04.01 MOVIMIENTO DE TIERRAS02.04.01.01 EXCAVACIONES02.04.01.01.01 EXCAVACION MANUAL PARA LA CIMENTACIONm367.8602.04.01.02 NIVELACION INTERIOR Y APISONADO02.04.01.02.01 NIVELACION INTERIOR Y APISONADOm212.6002.04.01.03 RELLENOS02.04.01.03.01 RELLENO CON MATERIAL PROPIOm314.6902.04.01.04 ELIMINACION DE MATERIAL EXCEDENTE02.04.01.04.01 ACARREO DE MATERIAL EXCAVADOm350.4002.04.01.04.02 ELIMINACION DE MATERIAL EXCEDENTEm350.4002.04.02 OBRAS DE CONCRETO SIMPLE02.04.02.01 GRADAS02.04.02.01.01 CONCRETO PARA GRADAS f'c=175Kg/cm2m33.1502.04.02.01.02 ENCOFRADO Y DESENCOFRADO PARA GRADASm29.0002.04.02.02 MUROS DE CONTENCION02.04.02.02.01 CONCRETO f'c=175 kg/cm2 + 30% P.G. PARA MUROS DE CONTENCIONm363.2402.04.02.02.02 ENCOFRADO Y DESENCOFRADO PARA MUROS DE CONTENCIONm2163.20

&6Pgina &P

Metrado

METRADOS DE ESTRUCTURAS AULAS 101 AL 104 Y 201 AL 204

Proyecto :CONSTRUCCION DE AULAS DEL CENTRO EDUCATIVO FRANCISCO BOLOIGNESIPropietario :FUNDACION TINTAYAFecha :marzo/2015Especialidad:ESTRUCRURASModulo :GENERALITEMDESCRIPCINElem. Simil.DIMENSIONESN de VecesMETRADOTotalLargoAnchoAltoLon.reaVol.Kg.Und.

02ESTRUCTURAS02.01 BLOQUE DE AULAS02.01.01 MOVIMIENTO DE TIERRAS02.01.01.01 EXCAVACION MANUAL PARA LA CIMENTACIONm381.19Z-0151.501.501.5016.88Z-02 23.741.501.5016.83Z-03 43.401.401.5028.56Vigas de ConexinEje 2AB13.500.401.101.54BC12.550.401.101.12Eje 1CD11.310.401.100.58Eje D1311.410.401.100.623411.730.401.100.764511.730.401.100.765711.410.401.100.62Eje 3AB13.500.401.101.54BC12.550.401.101.12CD12.500.401.101.10Eje 5AB13.500.401.101.54BC12.550.401.101.12CD12.500.401.101.10Eje 6AB13.500.401.101.54BC12.550.401.101.12Eje7CD11.310.401.100.58Eje A3514.900.401.102.16

02.01.01.02 RELLENO CON MATERIAL PROPIOm343.38excavacion manual para la cimentacion1.0Volum81.1981.19zapatas1.0Volum16.60-16.60Vigas de Conexin1.0Volum7.04-7.04Cimiento1.0Volum9.14-9.14Sobrecimiento1.0Volum5.03-5.03Losa de cimentacion1.0Volum0.000.00

02.01.01.03 NIVELACION INTERIOR Y APISONADOm2135.00
Alexander Checca Apaza: quitar de la arquitectura no vereda en la arquitectura entra en falso pisoInterior iglesia1135.00

02.01.01.04 ACARREO DE MATERIAL EXCAVADO
Alexander Checca Apaza: Alexander Checca Apaza:APU ojo 1.3volum37.8049.14m349.14excavacion manual para la cimentacion1Volum81.1981.19relleno con material propio1Volum-43.38-43.3802.01.01.05 ELIMINACION DE MATERIAL EXCEDENTE1.3volum37.8049.1449.1402.01.02 OBRAS DE CONCRETO SIMPLE02.01.02.01 SOLADOSITEMDESCRIPCINElem. Simil.DIMENSIONESN de VecesMETRADOTotalLargoAnchoAltoLon.reaVol.Kg.Und.02.01.02.01.01 SOLADO DE CONCRETO DE 4" MEZCLA 1:12 CEMENTO - HORMIGON52.26Z-0151.501.5011.25Z-02 23.741.5011.22Z-03 43.401.4019.04Vigas de ConexinEje 2AB13.500.250.88BC12.550.250.64Eje 1CD11.310.250.33Eje D1311.410.250.353411.730.250.434511.730.250.435711.410.250.35Eje 3AB13.500.250.88BC12.550.250.64CD12.500.250.63Eje 5AB13.500.250.88BC12.550.250.64CD12.500.250.63Eje 6AB13.500.250.88BC12.550.250.64Eje7CD11.310.250.33Eje A3514.900.251.23

ITEMDESCRIPCINElem. Simil.DIMENSIONESN de VecesMETRADOTotalLargoAnchoAltoLon.reaVol.Kg.Und.

02.01.02.02CIMIENTOS CORRIDOS02.01.02.02.01CIMIENTOS CORRIDOS MEZCLA 1:10 CEMENTO - HORMIGON + 30% PG9.14

Eje 2AB14.500.400.450.81BC15.610.400.451.01Eje 1CD13.560.400.450.64Eje D1312.780.400.450.503412.770.400.450.504512.770.400.450.505712.780.400.450.50Eje 311.510.400.450.27Eje 511.430.400.450.26CD12.580.400.450.46Eje 6AB14.500.400.450.81BD19.270.400.451.67Eje A2311.650.400.450.303512.900.400.500.585611.650.400.500.33

02.01.02.02.02ENCOFRADO Y DESENCOFRADO CIMIENTO CORRIDO45.23Eje 2AB14.500.904.05BC15.610.905.05Eje 1CD13.560.903.20Eje D1312.780.902.503412.770.902.494512.770.902.495712.780.902.50Eje 311.510.901.36Eje 511.430.901.29CD12.580.902.32Eje 6AB14.500.904.05BD19.270.908.34Eje A2311.650.901.493512.900.902.615611.650.901.49

02.01.02.03 SOBRECIMIENTOS02.01.02.03.01SOBRE CIMIENTO 1:8 + 25% PM5.03Eje 2AB14.500.250.400.45BC15.610.250.400.56Eje 1CD13.560.250.400.36Eje D1312.780.250.400.283412.770.250.400.284512.770.250.400.285712.780.250.400.28Eje 311.510.250.400.15Eje 511.430.250.400.14CD12.580.250.400.26Eje 6AB14.500.250.400.45BD19.270.250.400.93Eje A2311.650.250.400.173512.900.250.400.295611.650.250.400.17

02.01.02.03.02ENCOFRADO Y DESENCOFRADO SOBRECIMIENTO40.21

Eje 2AB14.500.803.60BC15.610.804.49Eje 1CD13.560.802.85Eje D1312.780.802.223412.770.802.224512.770.802.225712.780.802.22Eje 311.510.801.21Eje 511.430.801.14CD12.580.802.06Eje 6AB14.500.803.60BD19.270.807.42Eje A2311.650.801.323512.900.802.325611.650.801.32

02.01.02.04 FALSOPISO02.01.02.04.01FALSO PISO MEZCLA 1:8 E=4"
Alexander Checca Apaza: Alexander Checca Apaza:falta escalera 135.00Interior Iglesia135.00

02.01.03 OBRAS DE CONCRETO ARMADO

02.01.03.01ZAPATAS

02.01.03.01.01ENCOFRADO Y DESENCOFRADO DE ZAPATAS35.74Z-0156.000.4012.00Z-02 210.480.408.38Z-03 49.600.4015.36

02.01.03.01.02ACERO GRADO 60 PARA ZAPATASkg2328.8602.01.03.01.03CONCRETO f'c=210 Kg/cm2 PARA ZAPATASm316.60Z-0151.501.500.404.50Z-02 23.741.500.404.49Z-03 43.401.400.407.62

02.01.03.01.04CURADO DE CONCRETOkg35.74Z-0156.000.4012.00Z-02 210.480.408.38Z-03 49.600.4015.36

02.01.03.02LOSAS DE CIMENTACION0.00

124.73

0.00

0.00

02.01.03.03VIGAS T INVERTIDAS02.01.03.03.01ENCOFRADO Y DESENCOFRADO PARA VIGAS T INVERTIDAS0.00

02.01.03.03.021011.01

02.01.03.03.030.00

02.01.03.03.040.00


02.01.03.04VIGAS DE CONEXCION02.01.03.04.01ENCOFRADO Y DESENCOFRADO PARA VIGAS DE CONEXIN56.28

Eje 2AB14.501.004.50BC13.551.003.55Eje 1CD12.541.002.54Eje D1312.881.002.883412.771.002.774512.771.002.775712.881.002.88Eje 3AB14.401.004.40BC13.501.003.50CD13.501.003.50Eje 5AB14.401.004.40BC13.501.003.50CD13.501.003.50Eje 6AB14.501.004.50BC13.551.003.55Eje7CD12.541.002.54Eje A3516,11.001.00

02.01.03.04.02ACERO GRADO 60 PARA VIGAS DE CONEXIN2820.4802.01.03.04.03CONCRETO f'c=210 Kg/cm2 PARA VIGAS DE CONEXION7.04Eje 2AB14.500.250.500.56BC13.550.250.500.44Eje 1CD12.540.250.500.32Eje D1312.880.250.500.363412.770.250.500.354512.770.250.500.355712.880.250.500.36Eje 3AB14.400.250.500.55BC13.500.250.500.44CD13.500.250.500.44Eje 5AB14.400.250.500.55BC13.500.250.500.44CD13.500.250.500.44Eje 6AB14.500.250.500.56BC13.550.250.500.44Eje7CD12.540.250.500.32Eje A3516,10.250.500.13

02.01.03.04.04CURADO DE CONCRETOm256.2802.01.03.05 PLACAS02.01.03.05.01ENCOFRADO Y DESENCOFRADO PARA PLACASm236.46

P-1Placa 50*146cm23.924.6536.4602.01.03.05.02ACERO GRADO 60 PARA PLACASkg8351.2302.01.03.05.03CONCRETO f'c=175 Kg/cm2 PARA PLACASm36.79primer nivelP-1Placa 50*146cm20.501.464.656.79

02.01.03.05.04CURADO DE CONCRETOm236.46

P-1Placa 50*146cm23.924.6536.46


02.01.03.06COLUMNAS 02.01.03.06.01ENCOFRADO Y DESENCOFRADO DE COLUMNASm2141.46COLUMNA C-130x50 cm81.607.0089.60COLUMNA C-225x40 cm61.304.6536.27COLUMNA C-330x60 cm11.808.6615.59

02.01.03.06.02ACERO GRADO 60 PARA VIGAS DE COLUMNASkg2036.4802.01.03.06.03CONCRETO f'c=175 Kg/cm2 m312.75COLUMNA C-130x50 cm80.500.307.008.40COLUMNA C-225x40 cm60.400.254.652.79COLUMNA C-330x60 cm10.300.608.661.56

02.01.03.06.04CURADO DE CONCRETO141.46COLUMNA C-130x50 cm81.607.0089.60COLUMNA C-225x40 cm61.304.6536.27COLUMNA C-330x60 cm11.808.6615.59

02.01.03.07COLUMNAS DE ARRIOSTRE02.01.03.07.01ENCOFRADO Y DESENCOFRADO PARA COLUMNAS DE ARRIOSTRO
Alexander Checca Apaza: Alexander Checca Apaza:tecnopor en apu191.80PRIMER NIVELESCLERASEJE 3 - AB soga20.502.802.8032 cabeza40.302.803.3621 cabeza40.302.803.36BLOQUE 1EJE 3 - soga120.502.8016.80EJE 1 - soga120.502.8016.80EJE 3260.302.805.04EJE 2160.302.805.04BLOQUE 2EJE 3 - soga120.502.8016.80EJE 1 - soga120.502.8016.80EJE 3260.302.805.04EJE 2160.302.805.04SEGUNDO NIVELESCLERASEJE 3 - AB soga20.152.800.8432 cabeza40.302.803.3621 cabeza40.302.803.36BLOQUE 1EJE 3 - soga120.502.8016.80EJE 1 - soga120.502.8016.80EJE 3260.302.805.04EJE 2160.302.805.04BLOQUE 2EJE 3 - soga120.502.8016.80EJE 1 - soga120.502.8016.80EJE 3260.302.805.04EJE 2160.302.805.04

02.01.03.07.02ACERO GRADO 60 PARA COLUMNAS DE ARRIOSTRE1752.67

02.01.03.07.03CONCRETO f'c=175 Kg/cm2 PARA COLUMNAS DE ARRIOSTRE14.52PRIMER NIVELESCLERASEJE 3 - AB soga20.230.122.800.1532 cabeza40.180.222.800.4421 cabeza40.180.222.800.44BLOQUE 1EJE 3 - soga120.230.122.800.91EJE 1 - soga120.230.122.800.91EJE 3260.180.222.800.67EJE 2160.180.222.800.67BLOQUE 2EJE 3 - soga120.230.122.800.91EJE 1 - soga120.230.122.800.91EJE 3260.180.222.800.67EJE 2160.180.222.800.67SEGUNDO NIVELESCLERASEJE 3 - AB soga20.230.122.800.1532 cabeza40.230.122.800.3021 cabeza40.180.222.800.44BLOQUE 1EJE 3 - soga120.230.122.800.91EJE 1 - soga120.230.122.800.91EJE 3260.180.222.800.67EJE 2160.180.222.800.67BLOQUE 2EJE 3 - soga120.230.122.800.91EJE 1 - soga120.230.122.800.91EJE 3260.180.222.800.67EJE 2160.180.222.800.67

02.01.03.07.04CURADO DE CONCRETOm2313.52PRIMER NIVELESCLERASEJE 3 - AB soga20.502.802.8032 cabeza40.302.803.3621 cabeza40.302.803.36BLOQUE 1EJE 3 - soga120.502.8016.80EJE 1 - soga120.502.8016.80EJE 3260.302.805.04EJE 2160.302.805.04BLOQUE 2EJE 3 - soga120.502.8016.80EJE 1 - soga120.502.8016.80EJE 3260.302.805.04EJE 2160.302.805.04SEGUNDO NIVELESCLERASEJE 3 - AB soga20.152.800.8432 cabeza40.302.803.3621 cabeza40.302.803.36BLOQUE 1EJE 3 - soga120.502.8016.80EJE 1 - soga120.502.8016.80EJE 3260.302.805.04EJE 2160.302.805.04BLOQUE 2EJE 3 - soga120.502.8016.80EJE 1 - soga120.502.8016.80EJE 3260.302.805.0402.01.03.08 VIGASTotal02.01.03.08.01ENCOFRADO Y DESENCOFRADO PARA VIGASm2PRIME NIVELEje2126.76126.76AB14.501.054.73BC13.551.053.73EJE 1 CD12.501.052.63Eje 3AB14.401.054.62BC13.501.053.68CD13.501.053.68Eje 5AB14.401.054.62BC13.501.053.68CD13.501.053.68Eje 6AB14.501.054.73BC13.551.053.73Eje 7CD12.501.052.63Eje A2311.651.051.735611.651.051.73Eje B2311.651.051.735611.651.051.73Eje C2311.181.051.245611.181.051.24Eje D1312.791.052.933412.781.052.924512.791.052.935712.781.052.92

SEGUNDO NIVEL Eje 1AB14.401.054.62BC13.501.053.68CD13.501.053.68Eje D1212.781.052.922312.781.052.92Eje 3AB14.401.054.62BC13.501.053.68CD13.501.053.68TERCER NIVEL Eje 1AB14.401.054.62BC13.501.053.68CD13.501.053.68Eje D1212.781.052.922312.781.052.92Eje 3AB14.401.054.62BC13.501.053.68CD13.501.053.68

02.01.03.08.02ACERO GRADO 60 PARA VIGASkg6857.39
Usuario: Usuario:revisar02.01.03.08.03CONCRETO f'c=210 Kg/cm2 PARA VIGASm312.0712.07PRIMER NIVELEje2AB14.500.250.400.45BC13.550.250.400.36EJE 1 CD12.500.250.400.25Eje 3AB14.400.250.400.44BC13.500.250.400.35CD13.500.250.400.35Eje 5AB14.400.250.400.44BC13.500.250.400.35CD13.500.250.400.35Eje 6AB14.500.250.400.45BC13.550.250.400.36Eje 7CD12.500.250.400.25Eje A2311.650.250.400.175611.650.250.400.17Eje B2311.650.250.400.175611.650.250.400.17Eje C2311.180.250.400.125611.180.250.400.12Eje D1312.790.250.400.283412.780.250.400.284512.790.250.400.285712.780.250.400.28SEGUNDO NIVELEje 1AB14.400.250.400.44BC13.500.250.400.35CD13.500.250.400.35Eje D1212.780.250.400.282312.780.250.400.28Eje 3AB14.400.250.400.44BC13.500.250.400.35CD13.500.250.400.35TERCER NIVEL Eje 1AB14.400.250.400.44BC13.500.250.400.35CD13.500.250.400.35Eje D1212.780.250.400.282312.780.250.400.28Eje 3AB14.400.250.400.44BC13.500.250.400.35CD13.500.250.400.35

ITEMDESCRIPCINElem. Simil.DIMENSIONESN de VecesMETRADOLargoAnchoAltoLon.reaVol.Kg.Und.

02.01.03.08.04CURADO DE CONCRETOm2156.94PRIME NIVELEje2AB14.501.305.85BC13.551.304.62EJE 1 CD12.501.303.25Eje 3AB14.401.305.72BC13.501.304.55CD13.501.304.55Eje 5AB14.401.305.72BC13.501.304.55CD13.501.304.55Eje 6AB14.501.305.85BC13.551.304.62Eje 7CD12.501.303.25Eje A2311.651.302.155611.651.302.15Eje B2311.651.302.155611.651.302.15Eje C2311.181.301.535611.181.301.53Eje D1312.791.303.633412.781.303.614512.791.303.635712.781.303.61

SEGUNDO NIVEL

ZEje 1AB14.401.305.72BC13.501.304.55CD13.501.304.55Eje D1212.781.303.612312.781.303.61Eje 3AB14.401.305.72BC13.501.304.55CD13.501.304.55TERCER NIVEL Eje 1AB14.401.305.72BC13.501.304.55CD13.501.304.55Eje D1212.781.303.612312.781.303.61Eje 3AB14.401.305.72BC13.501.304.55CD13.501.304.55

02.01.03.09VIGAS DE ARRIOSTRE02.01.03.09.01ENCOFRADO Y DESENCOFRADO PARA VIGAS DE AMARRE80.29PRIMER NIVELESCALERASEje 3 sogaAB10.302.502.902.18EJE A cabeza3220.302.802.704.542120.302.402.703.89BLOQUE DE AULAS 1Eje 3 soga60.302.502.7012.1550.302.502.7010.1310.301.122.700.91Eje 3230.302.402.705.83Eje 2130.302.402.705.83BLOQUE DE AULAS 2Eje 3 soga60.302.502.7012.1550.302.502.7010.1310.301.122.700.91Eje 3230.302.402.705.83Eje 2130.302.402.705.83SEGUNDO NIVELESCALERASEje 3 sogaAB10.302.502.902.18EJE A cabeza3220.302.852.704.622120.302.402.703.89BLOQUE DE AULAS 1Eje 3 soga60.302.502.7012.1550.302.502.7010.1320.301.122.701.81Eje 3230.302.402.705.83Eje 2130.302.402.705.83BLOQUE DE AULAS 2Eje 3 soga60.302.502.7012.1550.302.502.7010.1310.301.122.700.91Eje 3230.302.402.705.83Eje 2130.302.402.705.83

02.01.03.09.02ACERO GRADO 60 PARA VIGAS DE AMARRE1456.9102.01.03.09.03CONCRETO f'c=175 Kg/cm2 PARA VIGAS DE AMARRE5.13PRIMER NIVELESCALERASEje 3 soga0.00AB10.150.152.500.06EJE A cabeza0.003220.150.222.850.192120.150.222.400.16BLOQUE DE AULAS 10.00Eje 3 soga60.150.152.500.3450.150.152.500.2810.150.151.120.03Eje 32 0.150.222.400.08Eje 2130.150.222.400.24BLOQUE DE AULAS 20.00Eje 3 soga60.150.152.500.3450.150.152.500.2810.150.151.120.03Eje 3230.150.222.400.24Eje 2130.150.222.400.24SEGUNDO NIVEL0.00ESCALERAS0.00Eje 3 soga0.00AB10.150.152.500.06EJE A cabeza0.003220.150.222.850.192120.150.222.400.16BLOQUE DE AULAS 10.00Eje 3 soga60.150.152.500.3450.150.152.500.2810.150.151.120.03Eje 3230.150.222.400.24Eje 2130.150.222.400.24BLOQUE DE AULAS 20.00Eje 3 soga60.150.152.500.3450.150.152.500.2810.150.151.120.03Eje 3230.150.222.400.24Eje 2130.150.222.400.2420.150.150.150.01

02.01.03.09.04CURADO DE CONCRETOm2161.57

PRIMER NIVELESCALERASEje 3 sogaAB10.302.502.902.18EJE A cabeza3220.302.802.704.542120.302.402.703.89BLOQUE DE AULAS 1Eje 3 soga60.302.502.7012.1550.302.502.7010.1310.301.122.700.91Eje 3230.302.402.705.83Eje 2130.302.402.705.83BLOQUE DE AULAS 2Eje 3 soga60.302.502.7012.1550.302.502.7010.1310.301.122.700.91Eje 3230.302.402.705.83Eje 2130.302.402.705.83SEGUNDO NIVELESCALERASEje 3 sogaAB10.302.502.902.18EJE A cabeza3220.302.852.704.622120.302.402.703.89BLOQUE DE AULAS 1Eje 3 soga60.302.502.7012.1550.302.502.7010.1320.301.122.701.81Eje 3230.302.402.705.83Eje 2130.302.402.705.83BLOQUE DE AULAS 2Eje 3 soga60.302.502.7012.1550.302.502.7010.1310.301.122.700.91Eje 3230.302.402.705.83Eje 2130.302.402.705.83

02.01.03.10 LOSAS02.01.03.10.01 LOSAS ALIGERADAS02.01.03.10.01.01ENCOFRADO Y DESENCOFRADO PARA LOSAS ALIGERADAS240.00BLOQUES AULAS 162.506.5097.50CORREDOR 162.501.5022.50BLOQUES AULAS 262.506.5097.50CORREDOR 262.501.5022.50

02.01.03.10.01.02LADRILLOS, BLOQUES HUECOS de 0.15x0.30x.30 PARA LOSAS ALIGERADAS3000.00BLOQUES AULAS162.506.5012.501218.75CORREDOR 162.501.5012.50281.25BLOQUES AULAS 262.506.5012.501218.75CORREDOR 262.501.5012.50281.25

02.01.03.10.01.03ACERO GRADO 60 PARA LOSAS ALIGERADAS2799.23

02.01.03.10.01.04CONCRETO f'c=210 Kg/cm2 PARA LOSAS ALIGERADAS
Alexander Checca Apaza: Alexander Checca Apaza:metrar por pao21.00BLOQUES AULAS162.506.500.098.53CORREDOR 162.501.500.091.97BLOQUES AULAS 262.506.500.098.53CORREDOR 262.501.500.091.97

02.01.03.10.01.05CURADO DE CONCRETO 240.00BLOQUES AULAS 162.506.5097.50CORREDOR 162.501.5022.50BLOQUES AULAS 262.506.5097.50CORREDOR 262.501.5022.50

02.01.03.10.02 LOSAS MACIZAS02.01.03.10.02.01ENCOFRADO Y DESENCOFRADO PARA LOSAS MACIZAS12.24ESCALERAS13.601.906.84CORREDOR13.601.505.40

02.01.03.10.02.02ACERO GRADO 60 PARA LOSAS ALIGERADAS1375.85

02.01.03.10.02.03CONCRETO f'c=210 Kg/cm2 PARA LOSAS ALIGERADAS
Alexander Checca Apaza: Alexander Checca Apaza:metrar por pao2.45ESCALERAS13.601.900.201.37CORREDOR13.601.500.201.08

02.01.03.10.02.04CURADO DE CONCRETO 12.24ESCALERAS13.601.906.84CORREDOR13.601.505.40

02.02ESCALERAS DE CONCRETO 02.02.01ESCALERAS02.02.01.01ENCOFRADO Y DESENCOFRADO PARA ESCALERAS
Alexander Checca Apaza: Alexander Checca Acostados falta54.55

paso y contrapaso primer pao90.161.802.59losa inclinada11.303.003.90paso y contrapaso segundo pao90.161.802.59losa inclinada11.303.003.90descanzo13.601.453.6018.79caraspaso y contrapaso primer pao90.160.250.18losa inclinada20.132.550.66losa horizontal20.201.600.64paso y contrapaso segundo pao90.160.250.18losa inclinada20.132.973.002.32descanzo13.601.453.6018.79

02.02.01.02ACERO GRADO 60 PARA ESCALERAS339.11

02.02.01.03CONCRETO f'c=210 Kg/cm2 PARA ESCALERAS2.86paso y contrapaso primer pao90.160.251.800.32losa inclinada10.151.303.000.59paso y contrapaso segundo pao90.160.251.800.32losa inclinada10.151.303.000.59descanzo10.201.453.601.0402.02.01.04CURADO DE CONCRETO75.65paso y contrapaso primer pao22.301.603.6821.601.605.12losa horizontal21.603.6011.52losa inclinada12.971.803.0016.04losa inclinada12.551.803.6016.52caraspaso y contrapaso primer pao90.160.250.18losa inclinada20.132.550.66losa horizontal20.201.600.64paso y contrapaso segundo pao90.160.250.18losa inclinada20.132.973.002.32descanzo13.601.453.6018.79

&6Pgina &P

ACERO AULAS 101-104

METRADOS DE ESTRUCTURAS AULAS 101 AL 104 Y 201 AL 204

Proyecto :CONSTRUCCION DE AULAS Y CERCO PERIMETRICO I.E. 501367 INMACULADA CONCEPCIONPropietario :FUNDACION TINTAYAFecha :marzo/2015Especialidad:ACERO EN ESTRUCURASModulo :GENERALItem.DescripcinGeometria del ElementoCant.# ElementosLongitud de EmpalmeLongitud del ElementoLongitud TotalTotal en kilosTotal (Kg)01/43/81/25/83/410.250.581.021.602.243.9702.03 OBRAS DE CONCRETO ARMADO02.01.03.01 ZAPATAS02.01.03.01.02 ACERO GRADO 60 PARA ZAPATASSuma Parcial =2328.8645.44Z1B= 1.42 m15/810B= 1.42 m14.2022.72B= 1.50 mL= 1.50 mL= 1.42 m15/8101.4214.2022.72

527.65Z2B= 1.92 m115/861.92126.72202.75B= 2.00 mL= 1.50 mL= 1.42 m115/8131.42203.06324.90

439.30Z3 - BB= 1.92 m65/8131.92149.76239.62B= 2.00 mL= 2.00 mL= 1.92 m55/8131.92124.80199.68

1316.48Z4B= 2.42 m105/8172.42411.40658.24B= 2.50 mL= 2.50 mL= 2.42 m105/8172.42411.40658.24

02.01.03.02LOSAS DE CIMENTACION02.01.03.02.02 ACERO GRADO 60 PARA LOSAS DE CIMENTACIONSuma Parcial =124.73Acero Superior63.89Acero Longitudinal4.920.150.1561/215.2231.3231.95

Acero Inferior

0.150.1561/215.2231.3231.954.92

Acero Superior60.83Acero Transversal1.120.150.15211/211.4229.8230.42

Acero Inferior

0.150.15211/211.4229.8230.421.12

02.01.03.03VIGAS T INVERTIDA02.01.03.03.02 ACERO GRADO 60 PARA LOSAS DE CIMENTACIONSuma Parcial =1011.01Eje BAcero Superior136.48Acero Longitudinal8.10.20.215/838.525.5040.80

0.80.8300.815/8131.631.6050.56Acero Inferior

0.20.215/838.525.5040.808.11.15baston0.225/811.352.704.32

Eje 3Acero Superior19.68Acero Longitudinal1.650.20.215/832.056.159.84

Acero Inferior

0.20.215/832.056.159.841.65

PARRILLA LONGITUDINAL Eje BAcero Superior107.01Acero Longitudinal7.960.20.215/848.3633.4453.50

Acero Inferior

0.20.215/848.3633.4453.507.961.15Acero Superior207.55Acero Transversal1.010.20.215/8461.4164.86103.78

Acero Inferior

0.20.215/8461.4164.86103.781.01

PARRILLA LONGITUDINAL Eje 3Acero Superior24.45Acero Longitudinal1.510.20.215/841.917.6412.22

Acero Inferior

0.20.215/841.917.6412.221.51

Acero Superior45.12Acero Transversal1.010.20.215/8101.4114.1022.56

Acero Inferior

0.20.215/8101.4114.1022.561.01

Eje EAcero Superior136.48Acero Longitudinal8.10.20.215/838.525.5040.80

0.80.8300.815/8131.631.6050.56Acero Inferior

0.20.215/838.525.5040.808.11.15baston0.225/811.352.704.32

Eje EAcero Superior19.68Acero Longitudinal1.650.20.215/832.056.159.84

Acero Inferior

0.20.215/832.056.159.841.65

PARRILLA LONGITUDINAL Eje BAcero Superior107.01Acero Longitudinal7.960.20.215/848.3633.4453.50

Acero Inferior

0.20.215/848.3633.4453.507.961.15Acero Superior207.55Acero Transversal1.010.20.215/8461.4164.86103.78

Acero Inferior

0.20.215/8461.4164.86103.781.01

02.01.03.04 VIGAS DE CONEXIN02.01.03.04.02 ACERO GRADO 60 PARA VIGAS DE CONEXINSuma Parcial =2820.48Acero Superior483.34Eje C, D, F, G, I, J, L y M6.680.250.281/227.13114.08116.365/817.1357.0491.26

Acero Inferior

0.250.2585/837.18172.32275.716.685/812.3930.000.00

219.75Estribo 010.2283/8321.48378.88219.75B= 0.30 m0.420.10H= 0.50 m

Acero Superior126.43Eje A,B,E,H,K,2.823/4100.000.00N0.250.2573/413.3223.2452.06Tramo 3-2Acero Inferior

0.250.2575/823.3246.4874.372.82

156.23Estribo 01B= 0.22 m73/8261.48269.36156.23B= 0.30 m0.420.10H= 0.50 m

Acero Superior197.61Eje A,B,E,H,K, N2.82N0.250.2563/433.3259.76133.86Tramo 2-1Acero Inferior

0.250.2565/823.3239.8463.742.82

133.91Estribo 01B= 0.22 m63/8261.48230.88133.91B= 0.30 m0.420.10H= 0.50 m

Acero Superior79.76Eje 33.77tramo AB0.2523/434.0224.1254.03

Acero Inferior

0.2525/824.0216.0825.733.77

51.50Estribo 01B= 0.22 m23/8301.4888.8051.50B= 0.30 m0.420.10H= 0.50 m

Acero Superior63.49Eje 32.95tramo BC0.2523/4303.219.2043.01

Acero Inferior

0.2525/8203.212.8020.482.95

41.20Estribo 01B= 0.22 m23/8241.4871.0441.20B= 0.30 m0.420.10H= 0.50 m

Acero Superior68.84Eje 33.22tramo CD0.2523/433.4720.8246.64

Acero Inferior

0.2525/823.4713.8822.213.22

51.50Estribo 01B= 0.22 m23/8301.4888.8051.50B= 0.30 m0.420.10H= 0.50 m

Acero Superior63.49Eje 32.95tramo DE0.2523/433.219.2043.01

Acero Inferior

0.2525/823.212.8020.482.95

48.07Estribo 01B= 0.22 m23/8281.4882.8848.07B= 0.30 m0.420.10H= 0.50 m

Acero Superior63.49Eje 32.95tramo EF0.2523/433.219.2043.01

Acero Inferior

0.2525/823.212.8020.482.95

48.07Estribo 01B= 0.22 m23/8281.4882.8848.07B= 0.30 m0.420.10H= 0.50 m

Acero Superior68.84Eje 33.22tramo FG0.2523/433.4720.8246.64

Acero Inferior

0.2525/823.4713.8822.213.22

51.50Estribo 01B= 0.22 m23/8301.4888.8051.50B= 0.30 m0.420.10H= 0.50 m

Acero Superior63.49Eje 32.95tramo GH0.2523/433.219.2043.01

Acero Inferior

0.2525/823.212.8020.482.95

48.07Estribo 01B= 0.22 m23/8281.4882.8848.07B= 0.30 m0.420.10H= 0.50 m

Acero Superior63.49Eje 32.95tramo HI0.2523/433.219.2043.01

Acero Inferior

0.2525/823.212.8020.482.95

48.07Estribo 01B= 0.22 m23/8281.4882.8848.07B= 0.30 m0.420.10H= 0.50 m

Acero Superior68.84Eje 33.22tramo IJ0.2523/433.4720.8246.64

Acero Inferior

0.2525/823.4713.8822.213.22

51.50Estribo 01B= 0.22 m23/8301.4888.8051.50B= 0.30 m0.420.10H= 0.50 m

Acero Superior63.49Eje 32.95tramo Jk0.2523/433.219.2043.01

Acero Inferior

0.2525/823.212.8020.482.95

48.07Estribo 01B= 0.22 m23/8281.4882.8848.07B= 0.30 m0.420.10H= 0.50 m

Acero Superior63.49Eje 32.95tramo KL0.2523/433.219.2043.01

Acero Inferior

0.2525/823.212.8020.482.95

48.07Estribo 01B= 0.22 m23/8281.4882.8848.07B= 0.30 m0.420.10H= 0.50 m

Acero Superior68.84Eje 33.22tramo LM0.2523/433.4720.8246.64

Acero Inferior

0.2525/823.4713.8822.213.22

51.50Estribo 01B= 0.22 m23/8301.4888.8051.50B= 0.30 m0.420.10H= 0.50 m

Acero Superior68.45Eje 32.95tramo MN0.250.2523/433.4520.7046.37

Acero Inferior

0.250.2525/823.4513.8022.082.95

48.07Estribo 01B= 0.22 m23/8281.4882.8848.07B= 0.30 m0.420.10H= 0.50 m

02.01.03.05PLACAS02.01.03.05.02 ACERO GRADO 60 PARA PLACASSuma Parcial =8351.23ESCALERA1er Nivel112.64P125/884.470.40112.644.2

acero Longitudinal0.2

55.8121/264.5654.7255.814.2

0.2acero Longitudinal0.36

Nucleos43.89HorizontalB= 0.15 m23/8430.8875.6843.89B= 0.25 mL= 0.15 m0.14L= 0.25 m

Nucleos27.93VerticalB= 0.20 m13/8431.1248.1627.93B= 0.28 mL= 0.22 m0.14L= 0.30 m

Estribos102.75VerticalB= 0.17 m23/8432.06177.16102.75B= 0.25 mL= 0.72 m0.14L= 0.80 m

1er Nivel71.81P221/284.470.4071.814.2


53.8621/264.452.8053.864.2





BLOQUES AUULAS 11er Nivel284.62P481/284.36279.04284.624.2


213.4781/264.36209.28213.474.210.050.160.11.2100.153acero Longitudinal344.30.1670.151.05Nucleos191.54HorizontalB= 0.17 m83/8430.96330.24191.54B= 0.25 mL= 0.17 m0.14L= 0.25 m



1er Nivel234.39P333/484.36104.64234.394.2


133.4231/2104.36130.80133.424.2





BLOQUES AUULAS 21er Nivel284.62P481/284.36279.04284.624.2


213.4781/264.36209.28213.474.210.050.160.11.2100.153acero Longitudinal344.30.1670.151.05Nucleos191.54HorizontalB= 0.17 m83/8430.96330.24191.54B= 0.25 mL= 0.17 m0.14L= 0.25 m



1er Nivel234.39P333/484.36104.64234.394.2


133.4231/2104.36130.80133.424.2





ESCALERA2do nivel87.04P10.225/883.454.4087.043.2

acero Longitudinal

41.130.1621/263.3640.3241.133.2

acero Longitudinal




2do nivel54.84P20.1621/283.3653.7654.843.2

acero Longitudinal

41.130.1621/263.3640.3241.133.2

acero Longitudinal




BLOQUES AUULAS 12do nivel219.34P40.1681/283.36215.04219.343.2

acero Longitudinal

164.510.1681/263.36161.28164.513.210.050.160.11.2100.153acero Longitudinal344.3

70.151.05Nucleos164.81HorizontalB= 0.17 m83/8370.96284.16164.81B= 0.25 mL= 0.17 m0.14L= 0.25 m



2do nivel184.40P30.2333/483.4382.32184.403.2

acero Longitudinal

104.960.2331/2103.43102.90104.963.2

acero Longitudinal




BLOQUES AUULAS 22do nivel219.34P40.1681/283.36215.04219.343.2

acero Longitudinal

164.510.1681/263.36161.28164.513.210.050.160.11.210.150.3acero Longitudinal30.251.5223.1

Nucleos164.8170.151.05HorizontalB= 0.17 m83/8370.96284.16164.81B= 0.25 mL= 0.17 m0.14L= 0.25 m



2do nivel184.40P30.2333/483.4382.32184.403.2

acero Longitudinal

102.820.1631/2103.36100.80102.823.2

acero Longitudinal




02.01.03.06 COLUMNAS02.01.03.06.02 ACERO GRADO 60 PARA COLUMNASSuma Parcial =2036.48ESCALERASC3 - Eje B325/884.470.40112.64112.644.2


Estribos51.23Horizontal0.1723/8321.3888.3251.23B= 0.25 m0.420.10L= 0.50 m

BLOQUUE AUULAS 1C3 - Eje B365/884.4211.20337.92337.924.2



BLOQUUE AUULAS 2C3 - Eje B365/884.4211.20337.92337.924.2



ESCALERASC3 - Eje B30.225/883.454.4087.0487.043.2

acero Longitudinal


BLOQUUE AUULAS 1C3 - Eje B30.265/883.4163.20261.12261.123.2

acero Longitudinal


BLOQUUE AUULAS 2C3 - Eje B30.265/883.4163.20261.12261.123.2

acero Longitudinal


02.01.03.07.02ACERO GRADO 60 PARA COLUMNAS DE AMARRE1752.67Eje A, B, E, H, K, NCOLUMNA DE AMARRE 4 3/8'' |______2.800.200.4048163.200.5691.39ESTRIBOS 26 3/8'' _______171.44481175.040.56658.02Eje ABCOLUMNA DE AMARRE 4 3/8'' |______2.800.200.40413.600.567.62ESTRIBOS 26 3/8'' _______171.44497.920.5654.84Eje BCCOLUMNA DE AMARRE 4 3/8'' |______10.20.446.40.563.58ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______2.80.20.4413.600.567.62ESTRIBOS 26 3/8'' _______171.44497.920.5654.84Eje CDCOLUMNA DE AMARRE 4 3/8'' |______1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______121.44469.120.5638.71Eje DECOLUMNA DE AMARRE 4 3/8'' |______10.244.80.562.69ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______1.80.248.000.564.48ESTRIBOS 26 3/8'' _______121.44469.120.5638.71Eje EFCOLUMNA DE AMARRE 4 3/8'' |______10.20.446.40.563.58ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______2.80.20.4413.600.567.62ESTRIBOS 26 3/8'' _______171.44497.920.5654.84Eje FGCOLUMNA DE AMARRE 4 3/8'' |______10.244.80.562.69ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______1.80.248.000.564.48ESTRIBOS 26 3/8'' _______121.44469.120.5638.71Eje GHCOLUMNA DE AMARRE 4 3/8'' |______10.244.80.562.69ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______1.80.248.000.564.48ESTRIBOS 26 3/8'' _______121.44469.120.5638.71Eje HICOLUMNA DE AMARRE 4 3/8'' |______10.20.446.40.563.58ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______2.80.20.4413.600.567.62ESTRIBOS 26 3/8'' _______171.44497.920.5654.84Eje IJCOLUMNA DE AMARRE 4 3/8'' |______10.244.80.562.69ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______1.80.248.000.564.48ESTRIBOS 26 3/8'' _______121.44469.120.5638.71Eje JKCOLUMNA DE AMARRE 4 3/8'' |______10.244.80.562.69ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______1.80.248.000.564.48ESTRIBOS 26 3/8'' _______121.44469.120.5638.71Eje KLCOLUMNA DE AMARRE 4 3/8'' |______10.20.446.40.563.58ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______2.80.20.4413.600.567.62ESTRIBOS 26 3/8'' _______171.44497.920.5654.84Eje LMCOLUMNA DE AMARRE 4 3/8'' |______10.244.80.562.69ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______1.80.248.000.564.48ESTRIBOS 26 3/8'' _______121.44469.120.5638.71Eje MNCOLUMNA DE AMARRE 4 3/8'' |______10.244.80.562.69ESTRIBOS 26 3/8'' _______81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______1.80.2480.564.48ESTRIBOS 26 3/8'' _______121.44469.120.5638.7102.01.03.08 VIGAS02.01.03.08.02 ACERO GRADO 60 PARA VIGASSuma Parcial =6857.39Acero Superior65.04Eje AB3.85Primer Piso0.2811/224.138.268.43

1.4baston1511/2116.416.4016.731.430baston11/2131.431.4032.03

Acero Inferior

11/223.857.707.853.85

14.37Estribo 010.1713/8211.1824.7814.37B= 0.25 m0.320.10H= 0.40 m

Acero Superior14.40Eje CD0.32.330.3Primer Piso11/222.935.865.98

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior15.30Eje DE0.32.50.3Primer Piso11/223.16.206.32

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.36.606.733.3

11.63Estribo 010.1713/8171.1820.0611.63B= 0.25 m0.320.10H= 0.40 m

Acero Superior14.40Eje EF0.32.330.3Primer Piso11/222.935.865.98

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior14.40Eje FG0.32.330.3Primer Piso11/222.935.865.98

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior15.36Eje GH0.32.50.3Primer Piso11/223.16.206.32

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.336.666.793.33

11.63Estribo 010.1713/8171.1820.0611.63B= 0.25 m0.320.10H= 0.40 m

Acero Superior14.40Eje HI0.32.330.3Primer Piso11/222.935.865.98

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior14.40Eje JK0.32.330.3Primer Piso11/222.935.865.98

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior15.36Eje KL0.32.50.3Primer Piso11/223.16.206.32

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.336.666.793.33

11.63Estribo 010.1713/8171.1820.0611.63B= 0.25 m0.320.10H= 0.40 m

Acero Superior12.36Eje LM0.32.330.3Primer Piso11/222.935.865.98

0.30.8baston21/211.12.202.24

Acero Inferior

11/222.034.064.142.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Eje MN0.32.330.3Primer Piso11/222.935.865.98

0.30.8baston21/211.12.202.24

Acero Inferior

11/222.034.064.142.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Eje N0.32.50.3Primer Piso11/223.16.206.32

0.30.8baston21/211.12.202.24

Acero Inferior

11/223.36.606.733.3

11.63Estribo 010.1713/8171.1820.0611.63B= 0.25 m0.320.10H= 0.40 m

Acero Superior45.98Eje O2.92Primer Piso0.2811/223.26.406.53

0.8baston0.2811/211.081.081.100.830baston11/2130.830.8031.42

Acero Inferior

11/223.46.806.943.4

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior16.28Eje AB3.850.2811/224.138.268.43Segundo Piso

Acero Inferior

11/223.857.707.853.85

14.37Estribo 010.1713/8211.1824.7814.37B= 0.25 m0.320.10H= 0.40 m

Acero Superior12.16Eje CD0.32.330.311/222.935.865.98Segundo Piso

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior13.06Eje DE0.32.50.311/223.16.206.32Segundo Piso

Acero Inferior

11/223.36.606.733.3

11.63Estribo 010.1713/8171.1820.0611.63B= 0.25 m0.320.10H= 0.40 m

Acero Superior12.16Eje EF0.32.330.311/222.935.865.98Segundo Piso

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior12.16Eje FG0.32.330.311/222.935.865.98Segundo Piso

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior13.12Eje GH0.32.50.311/223.16.206.32Segundo Piso

Acero Inferior

11/223.336.666.793.33

11.63Estribo 010.1713/8171.1820.0611.63B= 0.25 m0.320.10H= 0.40 m

Acero Superior12.16Eje HI0.32.330.311/222.935.865.98Segundo Piso

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior12.16Eje JK0.32.330.311/222.935.865.98Segundo Piso

Acero Inferior

11/223.036.066.183.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Acero Superior13.12Eje KL0.32.50.311/223.16.206.32Segundo Piso

Acero Inferior

11/223.336.666.793.33

11.63Estribo 010.1713/8171.1820.0611.63B= 0.25 m0.320.10H= 0.40 m

Acero Superior10.12Eje LM0.32.330.311/222.935.865.98Segundo Piso

Acero Inferior

11/222.034.064.142.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Eje MN0.32.330.311/222.935.865.98Segundo Piso

Acero Inferior

11/222.034.064.142.03

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Eje N0.32.50.311/223.16.206.32Segundo Piso

Acero Inferior

11/223.36.606.733.3

11.63Estribo 010.1713/8171.1820.0611.63B= 0.25 m0.320.10H= 0.40 m

Acero Superior13.46Eje O2.92Primer Piso0.2811/223.26.406.53Segundo Piso

Acero Inferior

11/223.46.806.943.4

10.95Estribo 010.1713/8161.1818.8810.95B= 0.25 m0.320.10H= 0.40 m

Eje A3.4533.17tramo 430.2811/223.737.467.61Primer Nivel

1.3baston1511/2116.316.3016.631.3baston11/211.31.301.33Acero Inferior

0.2811/223.737.467.613.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje A0.282.820.2829.52tramo 3211/223.16.206.32

baston1.311/221.32.602.65baston0.431.831/222.2313.3813.65

Acero Inferior

11/223.386.766.900.282.820.28

20.79Estribo 01B= 0.17 m13/8281.2835.8420.79B= 0.25 m0.370.10H= 0.45 m

Eje A 1.4216.03voladizo0.2811/221.73.403.47

baston0.431.821/222.238.929.10

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje A3.4533.17tramo 430.2811/223.737.467.61Primer Nivel

1.3baston1511/2116.316.3016.631.3baston11/211.31.301.33Acero Inferior

0.2811/223.737.467.613.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje A0.282.820.2829.52tramo 3211/223.16.206.32

baston1.311/221.32.602.65baston0.431.831/222.2313.3813.65

Acero Inferior

11/223.386.766.900.282.820.28

20.79Estribo 01B= 0.17 m13/8281.2835.8420.79B= 0.25 m0.370.10H= 0.45 m

Eje A 1.4216.03voladizo0.2811/221.73.403.47

baston0.431.821/222.238.929.10

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje B3.4531.76tramo 430.2811/223.737.467.61Primer Nivel

3.45baston0.2821/223.7314.9215.2210.3baston11/211.31.301.33Acero Inferior

0.2811/223.737.467.613.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje B0.32.870.338.00tramo 3211/233.4710.4110.62

baston0.32.870.321/223.4713.8814.16baston0.3111/221.32.602.65

Acero Inferior

11/223.436.867.000.282.870.28

baston0.450.850.4511/221.753.503.57

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje B1.427.75voladizo0.2811/221.73.403.47

baston0.30.511/210.80.800.82

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje C3.4531.76tramo 430.2811/223.737.467.61Primer Nivel


0.2811/223.737.467.613.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje C0.32.870.338.00tramo 3211/233.4710.4110.62

baston0.32.870.321/223.4713.8814.16baston0.3111/221.32.602.65

Acero Inferior

11/223.436.867.000.282.870.28

baston0.450.850.4511/221.753.503.57

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje C1.427.75voladizo0.2811/221.73.403.47

baston0.30.511/210.80.800.82

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje D6.5122.96tramo 430.550.5535/827.645.6072.96Primer Nivel

2.2baston0.5515/822.755.508.802.20.75baston15/812.952.954.72Acero Inferior

0.550.5515/837.622.8036.486.5

122.77Estribo 01B= 0.22 m33/8421.68211.68122.77B= 0.30 m0.520.10H= 0.60 m

Eje D1.4212.16voladizo0.2815/821.73.405.44

baston0.30.515/810.80.801.28

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje E6.5122.96tramo 430.550.5535/827.645.6072.96Primer Nivel


0.550.5515/837.622.8036.486.5

122.77Estribo 01B= 0.22 m33/8421.68211.68122.77B= 0.30 m0.520.10H= 0.60 m

Eje E1.4212.16voladizo0.2815/821.73.405.44

baston0.30.515/810.80.801.28

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje F3.651.61tramo 430.211/233.811.4011.63Primer Nivel

0.23.6131/224.828.8029.3810.81baston11/212.82.802.86Acero Inferior

0.211/223.87.607.753.6

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje F3.5239.47tramo 3211/223.527.047.18Primer Nivel

0.42.870.2531/223.5221.1221.54baston10.250.511/211.751.751.79baston0.450.850.4511/211.751.751.79Acero Inferior

11/223.527.047.183.52

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje F1.427.75voladizo0.2811/221.73.403.47

baston0.30.511/210.80.800.82

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje G6.5122.96tramo 430.550.5535/827.645.6072.96Primer Nivel


0.550.5515/837.622.8036.486.5

122.77Estribo 01B= 0.22 m33/8421.68211.68122.77B= 0.30 m0.520.10H= 0.60 m

Eje G1.4223.04voladizo0.2825/821.76.8010.88

baston0.30.515/810.80.801.28

Acero Inferior

0.2825/821.76.8010.881.42

22.27Estribo 01B= 0.22 m23/8151.2838.4022.27B= 0.30 m0.320.10H= 0.40 m

Eje H6.5122.96tramo 430.550.5535/827.645.6072.96Primer Nivel


0.550.5515/837.622.8036.486.5

122.77Estribo 01B= 0.22 m33/8421.68211.68122.77B= 0.30 m0.520.10H= 0.60 m

Eje H1.4223.04voladizo0.2825/821.76.8010.88

baston0.30.515/810.80.801.28

Acero Inferior

0.2825/821.76.8010.881.42

22.27Estribo 01B= 0.22 m23/8151.2838.4022.27B= 0.30 m0.320.10H= 0.40 m

Eje I3.440.39tramo 430.2811/233.6811.0411.26Primer Nivel


0.2811/233.6811.0411.263.4

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje I0.42.70.2534.32tramo 3211/233.3510.0510.25

baston0.42.70.2521/223.3513.4013.67

Acero Inferior

11/233.410.2010.400.42.70.3

17.79Estribo 01B= 0.17 m13/8261.1830.6817.79B= 0.25 m0.320.10H= 0.40 m

Eje I1.427.75voladizo0.2811/221.73.403.47

baston0.30.511/210.80.800.82

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje J3.440.39tramo 430.2811/233.6811.0411.26Primer Nivel


0.2811/233.6811.0411.263.4

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje J0.42.70.2534.32tramo 3211/233.3510.0510.25

baston0.42.70.2521/223.3513.4013.67

Acero Inferior

11/233.410.2010.400.42.70.3

17.79Estribo 01B= 0.17 m13/8261.1830.6817.79B= 0.25 m0.320.10H= 0.40 m

Eje J1.427.75voladizo0.2811/221.73.403.47

baston0.30.511/210.80.800.82

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje K6.5122.96tramo 430.550.5535/827.645.6072.96Primer Nivel


0.550.5515/837.622.8036.486.5

122.77Estribo 01B= 0.22 m33/8421.68211.68122.77B= 0.30 m0.520.10H= 0.60 m

Eje K1.4223.04voladizo0.2825/821.76.8010.88

baston0.30.515/810.80.801.28

Acero Inferior

0.2825/821.76.8010.881.42

22.27Estribo 01B= 0.22 m23/8151.2838.4022.27B= 0.30 m0.320.10H= 0.40 m

Eje L6.5122.96tramo 430.550.5535/827.645.6072.96Primer Nivel


0.550.5515/837.622.8036.486.5

122.77Estribo 01B= 0.22 m33/8421.68211.68122.77B= 0.30 m0.520.10H= 0.60 m

Eje L1.4244.80voladizo0.2845/821.713.6021.76

baston0.30.515/810.80.801.28

Acero Inferior

0.2845/821.713.6021.761.42

44.54Estribo 01B= 0.22 m43/8151.2876.8044.54B= 0.30 m0.320.10H= 0.40 m

Eje M3.440.39tramo 430.2811/233.6811.0411.26Primer Nivel


0.2811/233.6811.0411.263.4

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje M0.42.70.2534.32tramo 3211/233.3510.0510.25

baston0.42.70.2521/223.3513.4013.67

Acero Inferior

11/233.410.2010.400.42.70.3

17.79Estribo 01B= 0.17 m13/8261.1830.6817.79B= 0.25 m0.320.10H= 0.40 m

Eje M1.4221.62voladizo0.2831/221.710.2010.40

baston0.30.511/210.80.800.82

Acero Inferior

0.2831/221.710.2010.401.42

30.80Estribo 01B= 0.17 m33/8151.1853.1030.80B= 0.25 m0.320.10H= 0.40 m

Eje N6.5122.96tramo 430.550.5535/827.645.6072.96Primer Nivel


0.550.5515/837.622.8036.486.5

122.77Estribo 01B= 0.22 m33/8421.68211.68122.77B= 0.30 m0.520.10H= 0.60 m

Eje N1.4223.04voladizo0.2825/821.76.8010.88

baston0.30.515/810.80.801.28

Acero Inferior

0.2825/821.76.8010.881.42

22.27Estribo 01B= 0.22 m23/8151.2838.4022.27B= 0.30 m0.320.10H= 0.40 m

Eje 6.5127.23tramo 430.550.5513/427.615.2034.05Primer Nivel

6.5baston0.550.5525/827.630.4048.642.21.75baston11/223.957.908.06Acero Inferior

0.550.5515/837.622.8036.486.5

40.92Estribo 01B= 0.22 m13/8421.6870.5640.92B= 0.30 m0.520.10H= 0.60 m

Eje 1.4223.04voladizo0.2825/821.76.8010.88

baston0.30.515/810.80.801.28

Acero Inferior

0.2825/821.76.8010.881.42

22.27Estribo 01B= 0.22 m23/8151.2838.4022.27B= 0.30 m0.320.10H= 0.40 m

Eje O3.4558.23tramo 430.2813/423.737.4616.71Primer Nivel


0.2815/823.737.4611.943.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje O0.42.870.349.18tramo 3213/423.577.1415.99

baston0.32.870.325/823.4713.8822.21

Acero Inferior

15/823.436.8610.980.282.870.28

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje O1.4218.50voladizo0.2813/421.73.407.62

Acero Inferior

0.2825/821.76.8010.881.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje A3.4515.22tramo 430.2811/223.737.467.612do Nivel

Acero Inferior

0.2811/223.737.467.613.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje A0.282.820.2816.48tramo 3211/223.16.206.32

baston10.40.211/221.63.203.26

Acero Inferior

11/223.386.766.900.282.820.28

20.79Estribo 01B= 0.17 m13/8281.2835.8420.79B= 0.25 m0.370.10H= 0.45 m

Eje A 1.426.94voladizo0.2811/221.73.403.47

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje B3.4530.44tramo 430.2811/223.737.467.612 do Nivel

3.450.2821/223.7314.9215.22Acero Inferior

0.2811/223.737.467.613.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje B0.32.870.317.65tramo 3211/223.476.947.08

Acero Inferior

11/223.436.867.000.282.870.28

baston0.450.850.4511/221.753.503.57

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

EjeB1.426.94voladizo0.2811/221.73.403.47

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje C3.4530.44tramo 430.2811/223.737.467.612 do Nivel

3.450.2821/223.7314.9215.22Acero Inferior

0.2811/223.737.467.613.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje C0.32.870.317.65tramo 3211/223.476.947.08

Acero Inferior

11/223.436.867.000.282.870.28

baston0.450.850.4511/221.753.503.57

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje C1.426.94voladizo0.2811/221.73.403.47

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje D6.548.64tramo 430.550.5515/827.615.2024.322do Nivel

Acero Inferior

0.550.5515/827.615.2024.326.5

40.92Estribo 01B= 0.22 m13/8421.6870.5640.92B= 0.30 m0.520.10H= 0.60 m

Eje D1.4210.88voladizo0.2815/821.73.405.44

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje E6.548.64tramo 430.550.5515/827.615.2024.322do Nivel

Acero Inferior

0.550.5515/827.615.2024.326.5

40.92Estribo 01B= 0.22 m13/8421.6870.5640.92B= 0.30 m0.520.10H= 0.60 m

Eje E1.4210.88voladizo0.2815/821.73.405.44

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje F3.619.38tramo 430.211/233.811.4011.632do Nivel

Acero Inferior

0.211/223.87.607.753.6

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje F3.5214.36tramo 3211/223.527.047.182 do Nivel

Acero Inferior

11/223.527.047.183.52

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje F1.426.94voladizo0.2811/221.73.403.47

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje G6.548.64tramo 430.550.5515/827.615.2024.322do Nivel

Acero Inferior

0.550.5515/827.615.2024.326.5

40.92Estribo 01B= 0.22 m13/8421.6870.5640.92B= 0.30 m0.520.10H= 0.60 m

Eje G1.4210.88voladizo0.2815/821.73.405.44

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje H6.548.64tramo 430.550.5515/827.615.2024.322do Nivel

Acero Inferior

0.550.5515/827.615.2024.326.5

40.92Estribo 01B= 0.22 m13/8421.6870.5640.92B= 0.30 m0.520.10H= 0.60 m

Eje H1.4210.88voladizo0.2815/821.73.405.44

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje I3.619.38tramo 430.211/233.811.4011.632do Nivel

Acero Inferior

0.211/223.87.607.753.6

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje I3.5214.36tramo 3211/223.527.047.182 do Nivel

Acero Inferior

11/223.527.047.183.52

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje I1.426.94voladizo0.2811/221.73.403.47

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje J3.619.38tramo 430.211/233.811.4011.632do Nivel

Acero Inferior

0.211/223.87.607.753.6

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje J3.5214.36tramo 3211/223.527.047.182 do Nivel

Acero Inferior

11/223.527.047.183.52

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje J1.426.94voladizo0.2811/221.73.403.47

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje K6.548.64tramo 430.550.5515/827.615.2024.322do Nivel

Acero Inferior

0.550.5515/827.615.2024.326.5

40.92Estribo 01B= 0.22 m13/8421.6870.5640.92B= 0.30 m0.520.10H= 0.60 m

Eje K1.4210.88voladizo0.2815/821.73.405.44

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje L6.548.64tramo 430.550.5515/827.615.2024.322do Nivel

Acero Inferior

0.550.5515/827.615.2024.326.5

40.92Estribo 01B= 0.22 m13/8421.6870.5640.92B= 0.30 m0.520.10H= 0.60 m

Eje L1.4210.88voladizo0.2815/821.73.405.44

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje M3.619.38tramo 430.211/233.811.4011.632do Nivel

Acero Inferior

0.211/223.87.607.753.6

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje M3.5214.36tramo 3211/223.527.047.182 do Nivel

Acero Inferior

11/223.527.047.183.52

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje M1.426.94voladizo0.2811/221.73.403.47

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

Eje N6.548.64tramo 430.550.5515/827.615.2024.322do Nivel

Acero Inferior

0.550.5515/827.615.2024.326.5

40.92Estribo 01B= 0.22 m13/8421.6870.5640.92B= 0.30 m0.520.10H= 0.60 m

Eje N1.4210.88voladizo0.2815/821.73.405.44

Acero Inferior|0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje 6.548.64tramo 430.550.5515/827.615.2024.322do Nivel

Acero Inferior

0.550.5515/827.615.2024.326.5

31.18Estribo 01B= 0.22 m13/8421.2853.7631.18B= 0.30 m0.320.10H= 0.40 m

Eje 1.4210.88voladizo0.2815/821.73.405.44

Acero Inferior

0.2815/821.73.405.441.42

11.14Estribo 01B= 0.22 m13/8151.2819.2011.14B= 0.30 m0.320.10H= 0.40 m

Eje O3.4530.44tramo 430.2811/223.737.467.612 do Nivel

3.450.2821/223.7314.9215.22Acero Inferior

0.2811/223.737.467.613.45

19.16Estribo 01B= 0.17 m13/8281.1833.0419.16B= 0.25 m0.320.10H= 0.40 m

Eje O0.32.870.328.23tramo 3231/223.4720.8221.24

Acero Inferior

11/223.436.867.000.282.870.28

57.49Estribo 01B= 0.17 m33/8281.1899.1257.49B= 0.25 m0.320.10H= 0.40 m

Eje O1.426.94voladizo0.2811/221.73.403.47

Acero Inferior

0.2811/221.73.403.471.42

10.27Estribo 01B= 0.17 m13/8151.1817.7010.27B= 0.25 m0.320.10H= 0.40 m

VIGA DE BORDE3.617.40AB0.1523/823.7515.008.70

Acero Inferior

0.1523/823.7515.008.703.6

33.13Estribo 01B= 0.12 m23/8420.6857.1233.13B= 0.20 m0.120.10H= 0.20 m

VIGA DE BORDE2.3245.84BC, EF, HI0.1583/822.4739.5222.92

Acero Inferior

0.1583/822.4739.5222.922.32

132.52Estribo 01B= 0.12 m83/8420.68228.48132.52B= 0.20 m0.120.10H= 0.20 m

VIGA DE BORDE358.46CD, FG, IJ, LM0.1583/823.1550.4029.23

Acero Inferior

0.1583/823.1550.4029.233

113.59Estribo 01B= 0.12 m83/8360.68195.84113.59B= 0.20 m0.120.10H= 0.20 m

VIGA DE BORDE2.7353.45DE, GH, JK, MN0.1583/822.8846.0826.73

Acero Inferior

0.1583/822.8846.0826.732.73

113.59Estribo 01B= 0.12 m83/8360.68195.84113.59B= 0.20 m0.120.10H= 0.20 m

VIGA DE BORDE2.7313.36PUENTE0.1523/822.8811.526.68

Acero Inferior

0.1523/822.8811.526.682.73

32.34Estribo 01B= 0.12 m23/8410.6855.7632.34B= 0.20 m0.120.10H= 0.20 m

VIGA DE BORDE1.568.63PUENTE0.150.1523/821.867.444.32

Acero Inferior

0.150.1523/821.867.444.321.56

11.04Estribo 01B= 0.12 m23/8140.6819.0411.04B= 0.20 m0.120.10H= 0.20 m

VIGA DE ARRIOSTRE3.8533.86AB 0.150.1521/224.1516.6016.93

Acero Inferior

0.150.1521/224.1516.6016.933.85

47.91Estribo 01B= 0.17 m23/8351.1882.6047.91B= 0.25 m0.320.10H= 0.40 m

VIGA DE ARRIOSTRE3.8533.86MN0.150.1521/224.1516.6016.93

Acero Inferior

0.150.1521/224.1516.6016.933.85

39.70Estribo 01B= 0.17 m23/8291.1868.4439.70B= 0.25 m0.320.10H= 0.40 m

VIGAS EN ESCALERA3.8516.93B10.150.1511/224.158.308.47

Acero Inferior

0.150.1511/224.158.308.473.85

34.22Estribo 01B= 0.17 m13/8501.1859.0034.22B= 0.25 m0.320.10H= 0.40 m


Acero Inferior

0.150.1521/223.6814.7215.013.38

31.55Estribo 01B= 0.12 m23/8400.6854.4031.55B= 0.20 m0.120.10H= 0.20 m


Acero Inferior

0.150.1521/224.1516.6016.933.85

62.64Estribo 01B= 0.22 m23/8501.08108.0062.64B= 0.30 m0.220.10H= 0.30 m

02.01.03.09.02 ACERO GRADO 60 PARA VIGAS DE AMARRE1456.91Eje A, B, E, H, K, NCOLUMNA DE AMARRE 4 3/8'' |______0.5694.08ESTRIBOS 26 3/8'' _______2.900.200.4048168.000.56696.73Eje AB181.44481244.16COLUMNA DE AMARRE 4 3/8'' |______0.564.31ESTRIBOS 26 3/8'' _______3.250.200.402.007.700.5632.26Eje BC201.442.0057.60COLUMNA DE AMARRE 4 3/8'' |______0.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19COLUMNA DE AMARRE 4 3/8'' |______151.44243.200.561.93ESTRIBOS 26 3/8'' _______1.120.200.4023.440.5614.52Eje CD91.442.0025.92COLUMNA DE AMARRE 4 3/8'' |______0.563.47ESTRIBOS 26 3/8'' _______2.500.200.4026.200.5625.80COLUMNA DE AMARRE 4 3/8'' |______161.44246.080.563.47ESTRIBOS 26 3/8'' _______2.500.200.4026.200.5625.80Eje DE161.442.0046.08COLUMNA DE AMARRE 4 3/8'' |______0.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19COLUMNA DE AMARRE 4 3/8'' |______151.44243.200.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19Eje EF151.442.0043.20COLUMNA DE AMARRE 4 3/8'' |______0.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19COLUMNA DE AMARRE 4 3/8'' |______151.44243.200.561.93ESTRIBOS 26 3/8'' _______1.120.200.4023.440.5614.52Eje FG91.442.0025.92COLUMNA DE AMARRE 4 3/8'' |______0.563.47ESTRIBOS 26 3/8'' _______2.500.200.4026.200.5625.80COLUMNA DE AMARRE 4 3/8'' |______161.44246.080.563.47ESTRIBOS 26 3/8'' _______2.500.200.4026.200.5625.80Eje GH161.442.0046.08COLUMNA DE AMARRE 4 3/8'' |______0.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19COLUMNA DE AMARRE 4 3/8'' |______151.44243.200.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19Eje HI151.442.0043.20COLUMNA DE AMARRE 4 3/8'' |______0.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19COLUMNA DE AMARRE 4 3/8'' |______151.44243.200.561.93ESTRIBOS 26 3/8'' _______1.120.200.4023.440.5614.52Eje IJ91.442.0025.92COLUMNA DE AMARRE 4 3/8'' |______0.563.47ESTRIBOS 26 3/8'' _______2.500.200.4026.200.5625.80COLUMNA DE AMARRE 4 3/8'' |______161.44246.080.563.47ESTRIBOS 26 3/8'' _______2.500.200.4026.200.5625.80Eje JK161.442.0046.08COLUMNA DE AMARRE 4 3/8'' |______0.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19COLUMNA DE AMARRE 4 3/8'' |______151.44243.200.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19Eje KL151.442.0043.20COLUMNA DE AMARRE 4 3/8'' |______0.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19COLUMNA DE AMARRE 4 3/8'' |______151.44243.200.561.93ESTRIBOS 26 3/8'' _______1.120.200.4023.440.5614.52Eje LM91.442.0025.92COLUMNA DE AMARRE 4 3/8'' |______0.563.47ESTRIBOS 26 3/8'' _______2.500.200.4026.200.5625.80COLUMNA DE AMARRE 4 3/8'' |______161.44246.080.563.47ESTRIBOS 26 3/8'' _______2.500.200.4026.200.5625.80Eje MN161.442.0046.08COLUMNA DE AMARRE 4 3/8'' |______0.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19COLUMNA DE AMARRE 4 3/8'' |______151.44243.200.563.27ESTRIBOS 26 3/8'' _______2.320.200.4025.840.5624.19151.44243.20

02.01.03.10.01LOSA ALIGERADA02.01.03.10.01.03 ACERO GRADO 60 PARA LOSA ALIGERADASuma Parcial =2799.23Acero Superior825.47Tramo BC MN EN AULAS9.551/2329.87315.84322.160.160.161

Acero Inferior

0.160.1661/2322.57493.44503.312.25

Acero Superior825.47Tramo TIPICO EN AULAS9.550.160.1611/2329.87315.84322.16

Acero Inferior

0.160.1661/2322.57493.44503.312.25

Acero Superior77.39Tramo BC MN EN CORREDOR9.551/239.8729.6130.200.160.161

Acero Inferior

0.160.1661/232.5746.2647.192.25

Acero Superior1070.91Tramo BC MN EN CORREDOR9.550.160.1621/239.8759.2260.40

Acero Inferior

0.160.1661/232.5746.2647.192.25

Acero de Temperatura area de losa481.662963.32

02.01.03.10.02.02 ACERO GRADO 60 PARA LOSA MACIZASuma Parcial =1375.85Acero Superior159.94Tramo BC MN EN AULAS3.61/2103.9278.4079.970.160.162

Acero Inferior

0.160.1621/2103.9278.4079.973.6

Acero Superior79.85Tramo TIPICO EN AULAS1.90.1611/2192.0639.1439.92

Acero Inferior

0.1611/2192.0639.1439.921.9

Acero Superior71.97Tramo BC MN EN CORREDOR3.61/284.7938.3239.090.181.011

Acero Inferior

0.180.2511/284.0332.2432.883.6

Acero Superior1064.10Tramo BC MN EN CORREDOR1.321/2191.349.4050.39

Acero Inferior

21/2191.349.4050.391.3

Acero de Temperatura area de losa481.662963.32

02.02.01.03ACERO GRADO 60 PARA ESCALERAS339.11primer tramolosa 1/2'' @25cm |______81.520.08112.800.9912.6781.520.08112.800.9912.67losa inclinada 1/2'' |______82.870.3125.360.9925.1182.870.58127.600.9927.32base 1/2'' |______80.870.4110.160.9910.06losa As transversal (0.25x0.40) 3/8'' |______721.800.201144.000.5680.64segundo tramolosa 1/2'' @25cm |______100.880.0819.600.999.50100.880.0519.300.999.21losa 1/2'' @25cm |______100.880.0819.600.999.50100.880.0519.300.999.21losa inclinada 1/2'' |______101.620.3119.200.9919.01101.620.3119.200.9919.01losa As transversal (0.25x0.40) 13/8'' |______851.80.21170.000.5695.20

No vale

DESAGREGADO DE VARILLAS DE ACERO

Proyecto :CONSTRUCCION DE AULAS DE LA I.E N501258 CORONEL FRANCISCO BOLOGNESI CERVANTES

Propietario :FUNDACION TINTAYADiam.1/4''3/8''1/2"5/8''3/4''1''1 3/8''6mm8mm12mmFecha :ERROR:#REF!ERROR:#REF!(en cm)0.640.951.271.591.912.543.490.600.801.20Especialidad:ERROR:#REF!Area0.320.711.271.982.855.079.580.280.501.13Modulo :AULAS DEL 101-204Kg/m0.250.560.991.552.243.987.520.220.390.89

ITEMDESCRIPCINUndElem. Simil.Longitud ParcialN de VecesLonguitud de Acero Por TipoFactorParcialTotalLargoGanchoEmpal1/4''3/8''1/2"5/8''3/4''1''1 3/8''6mm8mm12mmkg/m

02.01.03.04.03 ACERO GRADO 60 PARA COLUMNAS DE AMARREKg1752.67Eje A, B, E, H, K, NCOLUMNA DE AMARRE 4 3/8'' |______Kg2.800.200.4048163.200.5691.39ESTRIBOS 26 3/8'' _______Kg171.44481175.040.56658.02Eje ABCOLUMNA DE AMARRE 4 3/8'' |______Kg2.800.200.40413.600.567.62ESTRIBOS 26 3/8'' _______Kg171.44497.920.5654.84Eje BCCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.200.4046.400.563.58ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg2.800.200.40413.600.567.62ESTRIBOS 26 3/8'' _______Kg171.44497.920.5654.84Eje CDCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______Kg121.44469.120.5638.71Eje DECOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______Kg121.44469.120.5638.71Eje EFCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.200.4046.400.563.58ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg2.800.200.40413.600.567.62ESTRIBOS 26 3/8'' _______Kg171.44497.920.5654.84Eje FGCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______Kg121.44469.120.5638.71Eje GHCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______Kg121.44469.120.5638.71Eje HICOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.200.4046.400.563.58ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg2.800.200.40413.600.567.62ESTRIBOS 26 3/8'' _______Kg171.44497.920.5654.84Eje IJCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______Kg121.44469.120.5638.71Eje JKCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______Kg121.44469.120.5638.71Eje KLCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.200.4046.400.563.58ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg2.800.200.40413.600.567.62ESTRIBOS 26 3/8'' _______Kg171.44497.920.5654.84Eje LMCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______Kg121.44469.120.5638.71Eje MNCOLUMNA DE AMARRE 4 3/8'' |______Kg1.000.2044.800.562.69ESTRIBOS 26 3/8'' _______Kg81.44446.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg1.800.2048.000.564.48ESTRIBOS 26 3/8'' _______Kg121.44469.120.5638.7102.01.03.06.03 ACERO GRADO 60 PARA VIGAS DE AMARREKg1456.91Eje A, B, E, H, K, NCOLUMNA DE AMARRE 4 3/8'' |______Kg2.900.200.4048168.000.5694.08ESTRIBOS 26 3/8'' _______Kg181.44481244.160.56696.73Eje ABCOLUMNA DE AMARRE 4 3/8'' |______Kg3.250.200.4027.700.564.31ESTRIBOS 26 3/8'' _______Kg201.44257.600.5632.26Eje BCCOLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19COLUMNA DE AMARRE 4 3/8'' |______Kg1.120.200.4023.440.561.93ESTRIBOS 26 3/8'' _______Kg91.44225.920.5614.52Eje CDCOLUMNA DE AMARRE 4 3/8'' |______Kg2.500.200.4026.200.563.47ESTRIBOS 26 3/8'' _______Kg161.44246.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg2.500.200.4026.200.563.47ESTRIBOS 26 3/8'' _______Kg161.44246.080.5625.80Eje DECOLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19COLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19Eje EFCOLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19COLUMNA DE AMARRE 4 3/8'' |______Kg1.120.200.4023.440.561.93ESTRIBOS 26 3/8'' _______Kg91.44225.920.5614.52Eje FGCOLUMNA DE AMARRE 4 3/8'' |______Kg2.500.200.4026.200.563.47ESTRIBOS 26 3/8'' _______Kg161.44246.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg2.500.200.4026.200.563.47ESTRIBOS 26 3/8'' _______Kg161.44246.080.5625.80Eje GHCOLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19COLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19Eje HICOLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19COLUMNA DE AMARRE 4 3/8'' |______Kg1.120.200.4023.440.561.93ESTRIBOS 26 3/8'' _______Kg91.44225.920.5614.52Eje IJCOLUMNA DE AMARRE 4 3/8'' |______Kg2.500.200.4026.200.563.47ESTRIBOS 26 3/8'' _______Kg161.44246.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg2.500.200.4026.200.563.47ESTRIBOS 26 3/8'' _______Kg161.44246.080.5625.80Eje JKCOLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19COLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19Eje KLCOLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19COLUMNA DE AMARRE 4 3/8'' |______Kg1.120.200.4023.440.561.93ESTRIBOS 26 3/8'' _______Kg91.44225.920.5614.52Eje LMCOLUMNA DE AMARRE 4 3/8'' |______Kg2.500.200.4026.200.563.47ESTRIBOS 26 3/8'' _______Kg161.44246.080.5625.80COLUMNA DE AMARRE 4 3/8'' |______Kg2.500.200.4026.200.563.47ESTRIBOS 26 3/8'' _______Kg161.44246.080.5625.80Eje MNCOLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19COLUMNA DE AMARRE 4 3/8'' |______Kg2.320.200.4025.840.563.27ESTRIBOS 26 3/8'' _______Kg151.44243.200.5624.19

02.01.03.08.03ACERO GRADO 60 PARA ESCALERASkgganchoempalkg/m339.11primer tramolosa 1/2'' @25cm |______Kg81.520.08112.800.9912.67Kg81.520.08112.800.9912.67losa inclinada 1/2'' |______Kg82.870.30125.360.9925.11Kg82.870.58127.600.9927.32base 1/2'' |______Kg80.870.40110.160.9910.06losa As transversal (0.25x0.40) 3/8'' |______Kg721.800.201144.000.5680.64segundo tramolosa 1/2'' @25cm |______Kg100.880.0819.600.999.50Kg100.880.0519.300.999.21losa 1/2'' @25cm |______Kg100.880.0819.600.999.50Kg100.880.0519.300.999.21losa inclinada 1/2'' |______Kg101.620.30119.200.9919.01Kg101.620.30119.200.9919.01losa As transversal (0.25x0.40) 13/8'' |______Kg851.800.201170.000.5695.20

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