FUNDICIONESZAPATAS

Caso Z-1 (4.10*4.10*0.75 con acero #3/4 A/D)PEDESTALESPAREDES DE MAMPOSTERIA154 m2MaterialesCantidadesCosto UnitarioCosto totalEje# ZapatasNo. Elem.CorteMlPeso lbsT. AceroAncho LargoProfundidadVol. M3 de Exc. Concreto M3Formaleta M2ESPESORDes.NOTA: PENDIENTE EL PESO DE LA VARILLA 3/4EjeElementosCantid.Altura# elementosCant ElemtLong. De elementoElemts desarrollados.Empalmes y doblesPeso x Metro
User: User:CONSULTAR EL PESO EN LIBRAS POR EL METRO DE LA VARILLA 3/4 Y 5/8Peso lbsPeso Total lbsancho largo alturaM3 de concretoFormaletaCemento30250.0075001-7(B,E)145043.952189.889460.2816#64.14.13.15741.321194.155513.530.751.1E(1-7), B(1,7)PD-1(1.00*0.70)144.03N8416.1217.272.1937.82582.500.712.726.46128.52Arena 4300.001200TotalesU/MCant.3.8N61245.648.862.19107.001,647.76Bloques113014.0015820Total de concretoM3194.1555Estribos C-12.7N31333637.890.5520.84320.97Malla Zaranda2100.00200Total formaletaM213.53EslabonesN3520.841.643.790.5524.08370.90Gasolina Tompo2130.00260Total de excavacionM3741.321N3261.128.630.110.5516.56254.99Regla 1x3x5vrs10125.001250Total de acerolbs9460.2816A(1-7)PD-2 (0.80*0.70)73.54N6828.3230.342.1966.45511.670.70.82.710.58456.7Cuartones 2x2x5vrs12300.0036003.51N5621.0622.562.1949.42380.50Disco Diamantado para cortar concreto de 9"2500.001000Caso Z-2 (2.5x2.5x.50 con acero #5/8 A/D)NOTA: PENDIENTE EL PESO DE LA VARILLAS 5/8Estribos C-12.4N3112.753133.672.1973.74567.84EslabonesN3330.82628.292.1961.95476.98Eje# ZapatasNo. Elem.CorteMlPeso lbsT. AceroAncho LargoProfundidadVol. M3 de Exc. Concreto M3Formaleta M2ESPESORDes.N3220.92021.212.1946.46357.741-7(A)71402.35361.91255.793#52.52.52.9126.87524.062538.500.51.1C,D(1,7)PD-3 (0.80*0.50)43.41N51447.7451.152.19112.02492.880.50.82.74.3228.08Total30,830.00TotalesU/MCant.Estribos C-1N3132.3630.6832.290.5517.7678.15Total de concretoM324.0625EslabonesN3390.623.425.072.1954.91241.59Total formaletaM238.50N3260.923.424.630.5513.5559.61PLANILLAS DE PERNOS DE ANCLAJETotal de excavacionM3126.875C,D (2-6)PD-4 (0.50*0.50)103.41N5827.2829.232.1964.01704.120.50.52.76.7554TIPO DE PEDESTALCANTIDADDIAMETROLONG. DE BARRADIMENSIONESTUERCASTotal de acerolbs1255.793Estribos C-1N3131.7622.8824.512.1953.69590.55HH1H2H3H4H5RCaso Z-3 (2*1.15*.40) con acero #4 A/D)EslabonesN3260.615.616.712.1936.60402.65P-1841 1/2"102"23622185178114197300114P-2421 1/472"159014401499516830095Eje# ZapatasNo. Elem.CorteMlPeso lbsT. AceroAncho LargoProfundidadVol. M3 de Exc. Concreto M3Formaleta M2ESPESORDes.MUROC-1 P/Muro211.6N346.46.862.1915.02346.900.20.21.21.00820.16P-3161 1/472"1590144014995159300951 (C,D), 7(C,D)41361.43213.928468.50232#41.1522.825.764.04811.090.41.1Estribos C-1N260.74.24.502.199.86227.65P-4401"42"10449301147612720076TotalesU/MCant.Total de concretoM34.048VC, VS, VI3110N34440463.160.55254.74840.630.20.211013.2264Total formaletaM211.09EstribosN25500.7385412.502.19903.382,981.14Total de excavacionM325.76Ganchos110N3137.51.2165173.680.5595.53105.08Total de acerolbs468.50232Caso Z-4 (1.60*1.60*.40 con acero #4 A/D)Totales12,542.7762.322551.46

Eje# ZapatasNo. Elem.CorteMlPeso lbsT. AceroAncho LargoProfundidadVol. M3 de Exc. Concreto M3Formaleta M2PeralteDes.2-6 (C,D)101401.45223.3489.027#41.61.62.871.6811.26428.160.41.1TotalesU/MCant.Total de acerolbs489.027Total de concretoM311.264Total formaletaM228.16Total de excavacionM371.68

Zapata corrida CC-1 (0.40*0.20 con acero #3)

Eje# ZapatasNo. Elem.CorteMlPeso lbsT. AceroAncho LargoProfundidadVol. M3 de Exc. Concreto M3Formaleta M2PeralteDes.e,a(1,7)13110363794.97#30.41100.8537.49.6848.580.21.1e,a(1,7)15500.4242529.98#31.1TotalesU/MCant.Total de acerolbs1324.95Total de concretoM39.68Total formaletaM248.58Total de excavacionM337.4

Excavacionm31,003.04AceroLbs25,541.33Concreto de FundacionesM3305.53FormaletaM2691.31

MaterialesCantidadCosto UnitarioCosto totalMaterialesCantidadCosto UnitarioCosto totalMaterialesCantidadCosto UnitarioCosto totalMaterialesCantidadCosto UnitarioCosto totalPalas 4.00180.00720Hierro #2 qq1.781,300.002314Cemento2,749.79250.00687447Tablas 1x12x5 VRS12.00250.003000Piocha4.00600.002400Hierro #3 qq0.291,300.00377Arena 213.87300.0064161.72Reglas 1x3x5vrs7.00125.00875Barra2.00800.001600Hierro #4 qq9.001,300.0011700Piedrin244.43700.00171097.92Alambre de Amarre lbs10.0025.00250Alambre de Amarre0.501,200.00600Carretas2.001,200.002400Clavos de 28.0030.00240Grifas #2 par1.00100.00100Palas4.00200.00800Clavos de 310.0030.00300Grifas #3 par1.00200.00200Malla Zaranda2.00100.00200Clavos de 45.0030.00150Grifas #4 par1.00250.00250Gasolina Tompo2.00130.00260Disco para cortar madera1.00350.00350Disco para cortar metal 4 "6.0090.005400laiz de carpinteria 6.0015.0090Tiza10.0015.001500lienza2.0050.00100000Transporteporccentual472.00000Total5.18000Transporteporccentual1,623.10Transporteporccentual92,636.66Transporteporccentual535.50Total0.70Total3,335.18Total8.52

ESTRUCTURAW 24 x 84VIGA HMlKGANCLAJES DE PLATINAS133.89401.686,515.26VistaDescripcioncantidadalturaml en Mtsml en "espesordesarrollofactortotales en lbstotales en kgTipo de pedestalesCantidadEspesor AnchoLargoEje B-1VIGA H122.7522.75895.670.125240.28752.36376.18PD-1141 3/4"33"14"W24X84Eje B-2VIGA H122.7522.75895.670.125240.28752.36376.18PD-271 3/8"21"12"W 14X43Eje B-3VIGA H122.7522.75895.670.125240.28752.36376.18PD-341"21"12"W 14X43Eje B-4VIGA H122.7522.75895.670.125240.28752.36376.18PD-4101"16"12"w 8X31Eje B-5VIGA H122.7522.75895.670.125240.28752.36376.18Eje B-6VIGA H122.7522.75895.670.125240.28752.36376.18Eje A-1VIGA H122.7522.75895.670.125240.28752.36376.18Eje A-2VIGA H122.7522.75895.670.125240.28752.36376.18Eje A-3VIGA H122.7522.75895.670.125240.28752.36376.18Eje A-4VIGA H122.7522.75895.670.125240.28752.36376.18Eje A-5VIGA H122.7522.75895.670.125240.28752.36376.18Eje A-6VIGA H122.7522.75895.670.125240.28752.36376.18

W 14 x 43VIGA HMlKG30.72277.331,077.51VistaDescripcioncantidadalturaml en Mtsml en "espesordesarrollofactortotales en lbstotales en kgEje A-1VIGA H115.3615.36604.720.125160.28338.65153.93Eje A-2VIGA H115.3615.36604.720.125160.28338.65153.93Eje A-3VIGA H115.3615.36604.720.125160.28338.65153.93Eje A-4VIGA H115.3615.36604.720.125160.28338.65153.93Eje A-5VIGA H115.3615.36604.720.125160.28338.65153.93Eje A-6VIGA H115.3615.36604.720.125160.28338.65153.93Eje A-7VIGA H115.3615.36604.720.125160.28338.65153.93Eje C-1VIGA H121.1521.15832.68Eje D-1VIGA H121.1521.15832.68Eje C-7VIGA H121.1521.15832.68Eje D-7VIGA H121.1521.15832.68

W 8 x 31VIGA HMlKG20.0099.00526.13VistaDescripcioncantidadalturaml en Mtsml en "espesordesarrollofactortotales en lbstotales en kgEje C-2VIGA H11010393.700.125280.28385.83175.38Eje C-3VIGA H11010393.700.125280.28385.83175.38Eje C-4VIGA H11010393.700.125280.28385.83175.38Eje C-5VIGA H11010393.70Eje C-6VIGA H11010393.70Eje D-2VIGA H11010393.70Eje D-3VIGA H11010393.70Eje D-4VIGA H11010393.70Eje D-5VIGA H11010393.70