BAJADA_DE_CARGAS (ROQUE).xls
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MEMORIA DE CÁLCULO ESTRUCTURAL obra : Casa Habitación calculó : Roque Bernardino Mendoza. aprobó : Ing. Ricardo Rodríguez Madrid. DISTRIBUCION DE CARGA POR TRABES EJE tramo área (m²) cargas a1 a2 Wm Wvm Wva Wmuro kg/m² kg/m² kg/m² kg/m PLANTA DE AZOTEA I 1 A-B 4.25 0.00 4.52 0.00 627.45 371.24 1062.14 4 A-B 4.25 0.00 9.04 0.00 627.45 371.24 2124.27 A 1-4 0.00 6.00 0.00 8.23 627.45 371.24 1369.87 B 1-4 0.00 6.00 0.00 17.21 627.45 371.24 2864.58 II 1 B-D 5.75 0.00 8.27 0.00 627.45 457.92 1561.05 4 B-D 5.75 0.00 16.54 0.00 627.45 457.92 3122.09 D 1-4 0.00 6.00 0.00 8.98 627.45 457.92 1624.44 III 6 A-B 4.25 0.00 9.04 0.00 597 206.92 1709.99 A 4-6 0.00 6.00 0.00 8.23 597 206.92 1102.71 B 4-6 0.00 6.00 0.00 17.21 597 206.92 2305.91 IV 6 B-D 5.75 0.00 16.54 0.00 597 298.68 2576.44 D 4-6 0.00 6.00 0.00 8.98 597 206.92 1203.20 V 9 A-B 4.25 0.00 9.04 0.00 903.81 371.24 2712.11 A 6-9 0.00 6.00 0.00 8.23 903.81 371.24 1748.94 B 6-9 0.00 6.00 0.00 17.21 903.81 371.24 3657.27 VI 9 B-D 5.75 0.00 16.54 0.00 823.77 457.92 3686.81 D 6-9 0.00 6.00 0.00 8.98 823.77 457.92 1918.26 VII 12 A-B 4.25 0.00 9.04 0.00 903.81 371.24 2712.11 A 9-12 0.00 6.00 0.00 8.23 903.81 371.24 1748.94 B 9-12 0.00 6.00 0.00 17.21 903.81 371.24 3657.27 VIII 12 B-D 5.75 0.00 16.54 0.00 823.77 457.92 3686.81 D 9-12 0.00 6.00 0.00 8.98 823.77 457.92 1918.26 IX 14 A-B 4.25 0.00 4.52 0.00 597 206.92 854.99 A 12-14 0.00 6.00 0.00 8.23 597 206.92 1102.71 B 12-14 0.00 6.00 0.00 17.21 597 206.92 2305.91 X 14 B-D 5.75 0.00 8.27 0.00 597 298.68 1288.22 D 12-14 0.00 6.00 0.00 8.98 597 298.68 1340.53 TABLER O claro corto claro largo Ws claro corto Ws claro largo
Transcript of BAJADA_DE_CARGAS (ROQUE).xls
BAJADA DE CARGASMEMORIA DE CLCULO ESTRUCTURALobra : Casa Habitacincalcul : Roque Bernardino Mendoza.aprob : Ing. Ricardo Rodrguez Madrid.DISTRIBUCION DE CARGA POR TRABESTABLEROEJEtramoclaro cortoclaro largorea (m)cargasWs claro cortoWs claro largoWua1a2WmWvmWvaWmurokg/mkg/mkg/mkg/mkg/mPLANTA DE AZOTEAI1A-B4.250.004.520.00627.45371.241062.141062.144A-B4.250.009.040.00627.45371.242124.272124.27A1-40.006.000.008.23627.45371.241369.871369.87B1-40.006.000.0017.21627.45371.242864.582864.58II1B-D5.750.008.270.00627.45457.921561.051561.054B-D5.750.0016.540.00627.45457.923122.093122.09D1-40.006.000.008.98627.45457.921624.441624.44III6A-B4.250.009.040.00597206.921709.991709.99A4-60.006.000.008.23597206.921102.711102.71B4-60.006.000.0017.21597206.922305.912305.91IV6B-D5.750.0016.540.00597298.682576.442576.44D4-60.006.000.008.98597206.921203.201203.20V9A-B4.250.009.040.00903.81371.242712.112712.11A6-90.006.000.008.23903.81371.241748.941748.94B6-90.006.000.0017.21903.81371.243657.273657.27VI9B-D5.750.0016.540.00823.77457.923686.813686.81D6-90.006.000.008.98823.77457.921918.261918.26VII12A-B4.250.009.040.00903.81371.242712.112712.11A9-120.006.000.008.23903.81371.241748.941748.94B9-120.006.000.0017.21903.81371.243657.273657.27VIII12B-D5.750.0016.540.00823.77457.923686.813686.81D9-120.006.000.008.98823.77457.921918.261918.26IX14A-B4.250.004.520.00597206.92854.99854.99A12-140.006.000.008.23597206.921102.711102.71B12-140.006.000.0017.21597206.922305.912305.91X14B-D5.750.008.270.00597298.681288.221288.22D12-140.006.000.008.98597298.681340.531340.53MEMORIA DE CLCULO ESTRUCTURALobra : Casa Habitacincalcul : Ing. Ricardo Rodrguez Madrid.aprob : Arq. Jos Eliseo Rodrguez FloresDISTRIBUCION DE CARGA POR TRABESTABLEROEJEtramoclaro cortoclaro largorea (m)cargasWs claro cortoWs claro largoWua1a2WmWvmWvaWmurokg/mkg/mkg/mkg/mkg/mPLANTA ALTAI2B-C2.820.001.970.00484.5100700457.22457.22C-C1.480.000.540.00484.5100700238.80238.803B-C2.820.003.380.00484.5100700784.47784.47C-C1.480.001.080.00484.5100700477.61477.613'B-C2.820.003.380.00484.5100700784.47784.47C-C2.820.002.550.00484.5100700591.84591.844B-D0.003.900.003.42484.5100700573.95573.95C-E2.800.001.970.00484.5100700460.49460.495'B-D0.003.900.003.42484.5100700573.95573.956C-E2.800.001.970.00484.5100700460.49460.49B2-30.002.800.001.97484.5100700460.49460.493-3'1.300.000.420.00484.5100700211.45211.454-5'2.680.001.810.00484.5100700442.03442.03C2-30.002.800.001.97484.5100700460.49460.493-3'2.000.001.930.00484.5100700631.59631.59C2-30.001.700.000.86484.5100700331.10331.103-42.000.000.930.00484.5100700304.34304.344-60.003.870.005.26484.5100700889.58889.58E4-60.003.870.003.45484.5100700583.47583.47
PESOS PROPIOSMEMORIA DE CLCULO ESTRUCTURALAugust-06OBRA:LUGAR :DISTRIBUCION DE PESO DE ESTRUCTURALOSA DE AZOTEAArea (m)cargasWuL1AWmWvmWvakg/mkg/mkg/mkglosa de azotea18.5012.25234.60484.510070153545.70losa de entrepiso18.5012.25234.6025018070117300.00subtotal234600.00total de las 4 losas505445.70DISTRIBUCION DE PESO DE ESTRUCTURAcolumnas de concretoDIMENSIONES (m)cargasWuL1#TOTALWvmWvaMLkg/mkg/mkgPESO POR COLUMNA12.001.0012240028800.00PESO TOTAL12.0014.001682400403200.00
