prediseño de elementos.xlsx

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DATOS CM= 0.76 CV= 0.20 Ru= 39.697 N+3.24 (Primer Piso) VIGA S(m) L(m) CARGA VIVA CARGA MUERTA Multimo Mdiseño PARCIAL TOTAL PARCIAL TOTAL VA(1-2) 2 0.78 3.51 0.08 0.31 0.29 1.18 2.18 3.36 3.73 1 3.51 4.60 0.23 0.89 VA(2-3) 2 0.78 3.14 0.08 0.38 0.29 1.46 2.69 3.31 3.68 1 4.60 3.14 0.31 1.17 VA(3-4) 2 0.78 3.10 0.08 0.28 0.29 1.08 1.99 2.39 2.65 1 3.10 4.60 0.21 0.79 VB(1-2) 1 3.51 3.60 0.23 0.44 0.89 1.69 3.12 4.80 5.34 2 2.55 3.51 0.21 0.80 VB(2-3) 1 3.14 4.60 0.21 0.41 0.80 1.55 2.87 3.53 3.92 2 2.55 3.14 0.20 0.76 VB(3-4) 1 3.10 4.60 0.21 0.40 0.79 1.54 2.84 3.41 3.79 2 2.55 3.10 0.20 0.75 VC(1-2) 2 2.55 3.51 0.21 0.44 0.80 1.69 3.12 4.80 5.34 1 3.51 4.80 0.23 0.89 VC(2-3) 2 2.55 3.14 0.20 0.20 0.76 0.76 1.40 1.72 1.91 1 3.14 4.8 0.21 0.80 VC(3-4) 2 2.55 3.1 0.20 0.20 0.75 0.75 1.39 1.67 1.85 1 3.1 4.8 0.21 0.79 VD(1-2) 1 3.51 4.8 0.23 0.23 0.89 0.89 1.64 2.53 2.81 2 0.98 3.51 0.10 0.36 VD(2-3) 1 3.14 4.8 0.21 0.21 0.80 0.80 1.47 1.81 2.01 2 0.98 3.14 0.09 0.36 VD(3-4) 1 3.1 4.8 0.21 0.30 0.79 1.15 2.12 2.54 2.82 2 0.98 3.1 0.09 0.36 V1(A'-A) 2 0.78 3.51 0.08 0.08 0.29 0.29 0.54 0.04 0.05 1 0 0 0.00 0.00 V1(A-B) 2 3.51 4.6 0.28 0.28 1.07 1.07 1.99 5.25 5.84 1 0 0 0.00 0.00 V1(B-C) 1 2.55 4.6 0.17 0.17 0.65 0.65 1.19 0.97 1.08 1 0 0 0.00 0.00 V1(C-D) 2 3.51 4.8 0.29 0.29 1.10 1.10 2.02 5.83 6.48 1 0 0 0.00 0.00 V1(D-E) 2 1.23 3.51 0.12 0.12 0.45 0.45 0.83 0.16 0.17 1 0 0 0.00 0.00 V2(A'-A) 2 0.78 3.51 0.08 0.15 0.29 0.58 1.07 0.08 0.09 2 0.78 3.14 0.08 0.29 V2(A-B) 2 3.51 4.6 0.28 0.55 1.07 2.08 3.85 10.18 11.31 2 3.14 4.6 0.27 1.01 V2(B-C) 1 2.55 3.51 0.17 0.34 0.65 1.29 2.39 1.94 2.16 T/m 2 T/m 2 TIPO CARGA CARGA ULTIMA 1 2

Transcript of prediseño de elementos.xlsx

vigasDATOSCM=0.76T/m2CV=0.20T/m2Ru=39.697

N+3.24 (Primer Piso)VIGATIPO CARGA S(m)
USUARIO: Luz CortaL(m)
USUARIO: Luz LargaCARGA VIVACARGA MUERTACARGA ULTIMAMultimoMdiseob(cm)d(cm)H(cm)WPARCIALTOTALPARCIALTOTALVA(1-2)20.783.510.080.310.291.182.183.363.732519.3930.000.11613.514.600.230.89VA(2-3)20.783.140.080.380.291.462.693.313.682519.2630.000.11614.603.140.311.17VA(3-4)20.783.100.080.280.291.081.992.392.652516.3530.000.09813.104.600.210.79VB(1-2)13.513.600.230.440.891.693.124.805.342523.1930.000.13922.553.510.210.80VB(2-3)13.144.600.210.410.801.552.873.533.922519.8930.000.11922.553.140.200.76VB(3-4)13.104.600.210.400.791.542.843.413.792519.5330.000.11722.553.100.200.75VC(1-2)22.553.510.210.440.801.693.124.805.342523.1930.000.13913.514.800.230.89VC(2-3)22.553.140.200.200.760.761.401.721.912513.8830.000.08313.144.80.210.80VC(3-4)22.553.10.200.200.750.751.391.671.852513.6530.000.08213.14.80.210.79VD(1-2)13.514.80.230.230.890.891.642.532.812516.8330.000.10120.983.510.100.36VD(2-3)13.144.80.210.210.800.801.471.812.012514.2430.000.08520.983.140.090.36VD(3-4)13.14.80.210.300.791.152.122.542.822516.8730.000.10120.983.10.090.36V1(A'-A)20.783.510.080.080.290.290.540.040.05252.1430.000.0131000.000.00V1(A-B)23.514.60.280.281.071.071.995.255.842524.2530.000.1451000.000.00V1(B-C)12.554.60.170.170.650.651.190.971.082510.4230.000.0631000.000.00V1(C-D)23.514.80.290.291.101.102.025.836.482525.5530.000.1531000.000.00V1(D-E)21.233.510.120.120.450.450.830.160.17254.1930.000.0251000.000.00V2(A'-A)20.783.510.080.150.290.581.070.080.09253.0330.000.01820.783.140.080.29V2(A-B)23.514.60.280.551.072.083.8510.1811.312533.7640.000.20323.144.60.271.01V2(B-C)12.553.510.170.340.651.292.391.942.162514.7430.000.08812.553.140.170.65V2(C-D)23.514.80.290.561.102.123.9111.2712.532535.5340.000.21323.144.80.271.02V2(D-E)22.563.510.210.410.801.562.882.362.622516.2530.000.09722.563.140.200.76V3(A'-A)20.783.140.080.150.290.581.070.080.09253.0230.000.01820.783.10.080.29V3(A-B)23.144.60.270.531.012.013.719.8110.902533.1440.000.19923.14.60.261.00V3(B-C)12.563.140.170.340.651.302.401.962.182514.8230.000.08912.563.10.170.65V3(C-D)23.144.80.270.541.022.043.7610.8412.042534.8440.000.20923.14.80.271.01V3(D-E)22.563.140.200.400.761.512.792.282.542515.9930.000.09622.563.10.200.75V4(A'-A)20.783.10.080.080.290.290.540.040.05252.1430.000.0131000.000.00V4(A-B)23.14.60.260.261.001.001.854.885.432523.3930.000.1401000.000.00V4(B-C)12.553.10.170.170.650.651.190.971.082510.4230.000.0631000.000.00V4(C-D)23.14.80.270.271.011.011.875.406.002524.5830.000.1471000.000.00V4(D-E)21.233.10.120.120.440.440.820.150.17254.1630.000.0251000.000.00

CM=0.76T/m2CV=0.20T/m2Ru=39.697N+5.94 (segundo Piso)VIGATIPO CARGA S(m)
USUARIO: Luz CortaL(m)
USUARIO: Luz LargaCARGA VIVACARGA MUERTACUMultMdisb(cm)d(cm)H(cm)WPARCIALTOTALPARCIALTOTALVA(1-2)20.783.510.080.310.291.182.183.363.732519.3930.000.11613.514.600.230.89VA(2-3)20.783.140.080.380.291.462.693.313.682519.2630.000.11614.603.140.311.17VA(3-4)20.783.100.080.280.291.081.992.392.652516.3530.000.09813.104.600.210.79VB(1-2)13.513.600.230.440.891.693.124.805.342523.1930.000.13922.553.510.210.80VB(2-3)13.144.600.210.410.801.552.873.533.922519.8930.000.11922.553.140.200.76VB(3-4)13.104.600.210.400.791.542.843.413.792519.5330.000.11722.553.100.200.75VC(1-2)22.553.510.210.440.801.693.124.805.342523.1930.000.13913.514.800.230.89VC(2-3)22.553.140.200.200.760.761.401.721.912513.8830.000.08313.144.80.210.80VC(3-4)22.553.10.200.200.750.751.391.671.852513.6530.000.08213.14.80.210.79VD(1-2)13.514.80.230.230.890.891.642.532.812516.8330.000.10120.983.510.100.36VD(2-3)13.144.80.210.210.800.801.471.812.012514.2430.000.08520.983.140.090.36VD(3-4)13.14.80.210.300.791.152.122.542.822516.8730.000.10120.983.10.090.36V1(A'-A)20.783.510.080.080.290.290.540.040.05252.1430.000.0131000.000.00V1(A-B)23.514.60.280.281.071.071.995.255.842524.2530.000.1451000.000.00V1(B-C)12.554.60.170.170.650.651.190.971.082510.4230.000.0631000.000.00V1(C-D)23.514.80.290.291.101.102.025.836.482525.5530.000.1531000.000.00V1(D-E)20.984.80.100.100.370.370.680.080.09253.0230.000.0181000.000.00V2(A'-A)20.783.510.080.150.290.581.070.080.09253.0330.000.01820.783.140.080.29V2(A-B)23.514.60.280.551.072.083.8510.1811.312533.7640.000.20323.144.60.271.01V2(B-C)12.553.510.170.340.651.292.391.942.162514.7430.000.08812.553.140.170.65V2(C-D)23.514.80.290.561.102.123.9111.2712.532535.5340.000.21323.144.80.271.02V2(D-E)1000.000.000.000.000.000.000.00250.0030.000.0001000.000.00V3(A'-A)20.783.140.080.150.290.581.070.080.09253.0230.000.01820.783.10.080.29V3(A-B)23.144.60.270.531.012.013.719.8110.902533.1440.000.19923.14.60.261.00V3(B-C)12.553.140.170.340.651.292.391.942.162514.7430.000.08812.553.10.170.65V3(C-D)23.144.80.270.541.022.043.7610.8412.042534.8440.000.20923.14.80.271.01V3(D-E)1000.000.000.000.000.000.000.00250.0030.000.0001000.000.00V4(A'-A)20.783.10.080.080.290.290.540.040.05252.1430.000.0131000.000.00V4(A-B)23.14.60.260.261.001.001.854.885.432523.3930.000.1401000.000.00V4(B-C)12.553.10.170.170.650.651.190.971.082510.4230.000.0631000.000.00V4(C-D)23.14.80.270.271.011.011.875.406.002524.5830.000.1471000.000.00V4(D-E)20.983.10.090.090.360.360.670.080.09252.9930.000.0181000.000.00

CM=0.54T/m2CV=0.20T/m2Ru=39.697N+8.64 (Tercer Piso)VIGATIPO CARGS(m)
USUARIO: Luz CortaL(m)
USUARIO: Luz LargaCARGA VIVACARGA MUERTACUMultMdisb(cm)d(cm)H(cm)WPARCIALTOTALPARCIALTOTALVA(1-2)21.033.510.100.330.270.901.832.823.132517.7730.000.10713.514.600.230.63VA(2-3)21.033.140.100.410.271.102.222.743.052517.5230.000.10514.603.140.310.83VA(3-4)21.033.100.100.310.270.831.682.012.242515.0130.000.09013.104.600.210.56VB(1-2)13.513.600.230.440.631.202.433.754.162520.4930.000.12322.553.510.210.57VB(2-3)13.144.600.210.410.571.102.242.763.062517.5730.000.10522.553.140.200.54VB(3-4)13.104.600.210.400.561.092.212.662.962517.2630.000.10422.553.100.200.53VC(1-2)22.553.510.210.440.571.202.433.754.162520.4930.000.12313.514.800.230.63VC(2-3)22.553.140.200.200.540.541.091.341.492512.2730.000.07413.144.80.210.57VC(3-4)22.553.10.200.200.530.531.081.301.442512.0630.000.07213.14.80.210.56VD(1-2)13.514.80.230.230.630.631.281.972.192514.8730.000.08920.983.510.100.26VD(2-3)13.144.80.210.210.570.571.151.411.572512.5830.000.07520.983.140.090.26VD(3-4)13.14.80.210.300.560.811.651.982.202514.9030.000.08920.983.10.090.26V1(A'-A)20.783.510.080.080.210.210.420.030.04251.8930.000.0111000.000.00V1(A-B)23.514.60.280.280.760.761.554.104.562521.4330.000.1291000.000.00V1(B-C)12.554.60.170.170.460.460.930.760.84259.2130.000.0551000.000.00V1(C-D)23.514.80.290.290.780.781.584.555.062522.5830.000.1351000.000.00V1(D-E)20.984.80.100.100.260.260.530.060.07252.6730.000.0161000.000.00V2(A'-A)20.783.510.080.150.210.410.840.060.07252.6730.000.01620.783.140.080.21V2(A-B)23.514.60.280.550.761.483.007.948.832529.8235.000.17923.144.60.270.72V2(B-C)12.553.510.170.340.460.921.861.511.682513.0230.000.07812.553.140.170.46V2(C-D)23.514.80.290.560.781.513.068.809.782531.3940.000.18823.144.80.270.73V2(D-E)1000.000.000.000.000.000.000.00250.0030.000.0001000.000.00V3(A'-A)20.783.140.080.150.210.410.840.060.07252.6730.000.01620.783.10.080.21V3(A-B)23.144.60.270.530.721.432.907.668.512529.2835.000.17623.14.60.260.71V3(B-C)12.553.140.170.340.460.921.861.511.682513.0230.000.07812.553.10.170.46V3(C-D)23.144.80.270.540.731.452.948.469.402530.7835.000.18523.14.80.270.72V3(D-E)1000.000.000.000.000.000.000.00250.0030.000.0001000.000.00V4(A'-A)20.783.10.080.080.210.210.420.030.04251.8930.000.0111000.000.00V4(A-B)23.14.60.260.260.710.711.443.814.242520.6630.000.1241000.000.00V4(B-C)12.553.10.170.170.460.460.930.760.84259.2130.000.0551000.000.00V4(C-D)23.14.80.270.270.720.721.464.214.682521.7230.000.1301000.000.00V4(D-E)20.983.10.090.090.260.260.520.060.07252.6430.000.0161000.000.00

losaDATOS:Fy=4200kg/cm2Luz mayor=4.8mln=480cmLuz Menor=3.51mb=1.37a=0.2Columna=30cmh=13.54cmLOSA MACIZA13.74cmh=20cmLOSA ALIVIANADACuantificacin de CargasCuantificacin de CargasCARGA MUERTA (D)=0.64T/m2CARGA MUERTA (D)=0.480T/m2Aumento del 20% debido al peso de columnas y vigas1.200Aumento del 20% debido al peso de columnas y vigas1.2000.77T/m20.576T/m2Peso de nervio = 3.6x0.1x0.2x2.4=0.17 T/m2Peso de nervio=0.130T/m2Peso de loseta =1x1x0.05x2.4=0.12 T/m2Peso de nervio=0.130T/m2Peso de loseta =0.120T/m2Peso de bloques = 8x0.01=0.08 T/m2Peso de loseta =0.120T/m2Peso de bloques =0.080T/m2Peso de instalacin = 0.01 T/m2Peso de bloques =0.080T/m2Peso de instalacin 0.018T/m2Peso acabado (cermica) = 0.015 T/m2Peso de instalacin 0.018T/m2Peso acabado (cermica)=0.012T/m2Peso masillado= 2.2x0.03x1x1=0.072 T/m2Peso acabado (cermica)=0.000T/m2Peso masillado=0.066T/m2Peso enlucido= 2.2x0.03x1x1=0.066 T/m2Peso masillado=0.066T/m2Peso enlucido=0.066T/m2Peso pared= 0.15 T/m2Peso enlucido=0.066T/m2Peso pared= 0.150T/m2Peso pared= 0.0000T/m2

CARGA VIVA (L)=0.200T/m2CARGA VIVA (L)=0.200T/m2Uso Uso Vivienda 0.200T/m2Vivienda 0.200T/m2

CARGA ULTIMA (CU)=1.42T/m2CARGA ULTIMA (CU)=1.15T/m2

columnasDATOS:f'c=210Fy=4200AREA COPERANTEPiso 3 Nivel 8.64Piso 2 Nivel 5.94Piso 1 Nivel 3.24DimensionesCOLUMNAAREA (m2)Cu (T/m2)Area *Cu (T)Ag (cm2)B/H (cm)Cu (T/m2)Area *Cu (T)Ag (cm2)B/H (cm)Cu (T/m2)Area *Cu (T)Ag (cm2)B/H (cm)A15.591.156.40109.7110.472.5614.33245.4715.673.9822.26381.2419.5320A210.421.1511.94204.5014.302.5626.71457.5721.393.9841.49710.6426.6630A39.791.1511.22192.1313.862.5625.10429.9020.733.9838.98667.6825.8430A44.961.155.6897.349.872.5612.72217.8114.763.9819.75338.2718.3920B15.831.156.68114.4210.702.5614.95256.0116.003.9823.21397.6019.9420B210.262.2022.57386.6419.663.6036.94632.6825.155.0051.30878.7329.6430B39.792.2021.54368.9319.213.6035.24603.7024.575.0048.95838.4728.9630B45.761.156.60113.0410.632.5614.77252.9415.903.9822.93392.8319.8220C15.931.156.79116.3810.792.5615.20260.4016.143.9823.61404.4220.1125C210.572.2023.25398.3219.963.6038.05651.8025.535.0052.85905.2830.0935C310.112.2022.24380.9919.523.6036.40623.4324.975.0050.55865.8829.4330C45.931.156.79116.3810.792.5615.20260.4016.143.9823.61404.4220.1125D16.591.157.55129.3311.372.5616.89289.3817.013.9826.24449.4421.2025D215.481.1517.74303.8017.432.5639.68679.7726.073.9861.631055.7332.4935D314.191.1516.26278.4816.692.5636.38623.1224.963.9856.50967.7631.1135D45.851.156.70114.8110.712.5615.00256.8916.033.9823.29398.9719.9720

RigidezDATOS:h de piso=3.00mE=2100000Columnab(m)h(m)h de piso (m)Inercia (I)Rigidez (t)30*300.30.330.00067563040*400.40.430.00213333331991

Hoja1Luz Larga=480cmLuz Corta=351cmDatos Viga:b=25cm25cmh=30cm40cm

Datos losa:hmaciza=14.5cmInercia de Viga(1)=56250cm4Inercia Viga (2)=133333.33cm4>10.76cmCALCULO DE LOS aCALCULO DE LOS amh=11.71cmInercia Losa= 38234.84cm4btablero=175.5cmam=1.39