PROYECTO Columna Carga

Hoja1 0,74bOJOcolumnasareavolumenvolumen cajonetapeso losapeso cajonetapeso enlucidosml pared cargamuerta AZOTEA T/m2Q ultimacargamuerta 3PA T/m2Q ultimaQ muerta 2PA T/m2QuQ muerta 1PA T/m2Qu1A3.940.790.671.600.100.163.540.382320.4785.730.613611.470.777917.970.72424.232A7.921.581.343.210.210.324.380.4730410.9121.8134.2846.243A4.500.900.761.820.120.184.380.473046.1913.2620.04

1B6.341.271.072.570.170.258.7317.4527.4336.992B12.772.552.165.180.330.5117.5735.1555.2474.503B7.251.451.232.940.190.299.9821.3832.32

1C5.721.140.972.320.150.237.8815.7524.7533.392C11.332.271.924.600.300.4515.6031.2049.0366.143C6.441.291.092.610.170.268.8618.9828.69

1D6.971.391.182.830.180.289.5919.1830.1440.652D14.022.802.375.690.370.5619.3038.6060.6681.823D7.961.591.353.230.210.3210.9623.4835.50

1E7.701.541.303.120.200.3110.6021.2033.3144.932E15.503.102.626.290.410.6221.3342.6767.0590.443E8.801.761.493.570.230.3512.1125.9639.24

1F3.960.790.671.610.100.165.4510.9017.1223.102F7.971.591.353.230.210.3210.9721.9334.4746.493F4.520.900.761.830.120.18 6.2313.3420.17143.60

Hoja2PISO 1PISO 2PISO 3AZOTEAAZOTEAqu=1.65T/m2qu=1.65T/m2qu=1.45T/m2QU=1.29QU=1.27kg/m2

vigaarealongitudcarga distribuidavigaarealongitudcarga distribuidavigaarealongitudcarga distribuidavigaarealongitudcarga distribuidavigaarealongitudcarga distribuidacorte A-A'corte A-A'corte A-A'A-B3.433.311.71A-B3.433.311.71A-B3.433.311.71A-B3.433.311.34B-C4.473.891.90B-C4.473.891.90B-C4.473.891.90B-C4.473.891.48C-D3.182.552.06C-D3.182.552.06C-D3.182.552.06C-D3.182.551.61D-E2.12.51.39D-E2.12.51.39D-E2.12.51.39D-E2.12.51.08E-F3.43.291.71E-F3.43.291.71E-F3.43.291.71E-F3.43.291.33

corte B-B'A-B6.93.313.44corte B-B'A-B6.93.313.44corte B-B'A-B6.93.313.44A-B6.93.312.69B-C9.053.893.84B-C9.053.893.84B-C9.053.893.84B-C9.053.893.00C-D4.362.552.82C-D4.362.552.82C-D4.362.552.82C-D4.362.552.21D-E4.22.52.77D-E4.22.52.77D-E4.22.52.77D-E4.22.52.17E-F6.793.293.41E-F6.793.293.41E-F6.793.293.41E-F6.793.292.66

corte C-C'A-B3.443.311.71corte C-C'A-B3.443.311.71corte C-C'A-B3.443.311.711-23.243.351.25B-C3.593.891.52B-C3.593.891.52B-C3.593.891.52C-D2.182.551.41C-D2.182.551.41C-D2.182.551.411-26.473.352.49D-E2.12.51.39D-E2.12.51.39D-E2.12.51.39E-F3.43.291.71E-F3.43.291.71E-F3.43.291.711-26.373.352.45

1-26.223.352.40corte 1-1'1-23.243.351.60corte 1-1'1-23.243.351.60corte 1-1'1-23.243.351.602-34.263.91.802-34.263.91.802-34.263.91.801-26.313.352.43

1-24.273.351.64corte 2-2'1-26.473.353.19corte 2-2'1-26.473.353.19corte 2-2'1-26.473.353.192-38.563.93.622-38.563.93.622-38.563.93.62

corte 3-3'1-26.373.353.14corte 3-3'1-26.373.353.14corte 3-3'1-26.373.353.142-38.253.93.492-38.253.93.492-38.253.93.49




PISO 2PISO 2PISO 2qu=1.51T/m2qu=1.51T/m2qu=1.51T/m2

vigaarealongitudcarga distribuidavigaarealongitudcarga distribuidavigaarealongitudcarga distribuidacorte A-A'corte A-A'corte A-A'A-B3.433.311.71A-B3.433.311.71A-B3.433.311.71B-C4.473.891.90B-C4.473.891.90B-C4.473.891.90C-D3.182.552.06C-D3.182.552.06C-D3.182.552.06D-E2.12.51.39D-E2.12.51.39D-E2.12.51.39E-F3.43.291.71E-F3.43.291.71E-F3.43.291.71corte B-B'corte B-B'corte B-B'A-B6.93.313.44A-B6.93.313.44A-B6.93.313.44B-C9.053.893.84B-C9.053.893.84B-C9.053.893.84C-D4.362.552.82C-D4.362.552.82C-D4.362.552.82D-E4.22.52.77D-E4.22.52.77D-E4.22.52.77E-F6.793.293.41E-F6.793.293.41E-F6.793.293.41corte C-C'corte C-C'corte C-C'A-B3.443.311.71A-B3.443.311.71A-B3.443.311.71B-C3.593.891.52B-C3.593.891.52B-C3.593.891.52C-D2.182.551.41C-D2.182.551.41C-D2.182.551.41D-E2.12.51.39D-E2.12.51.39D-E2.12.51.39E-F3.43.291.71E-F3.43.291.71E-F3.43.291.71

corte 1-1'corte 1-1'corte 1-1'1-23.243.351.601-23.243.351.601-23.243.351.602-34.263.91.802-34.263.91.802-34.263.91.80






PISO 3PISO 3PISO 3qu=1.51T/m2qu=1.51T/m2qu=1.51T/m2

vigaarealongitudcarga distribuidavigaarealongitudcarga distribuidavigaarealongitudcarga distribuidacorte A-A'corte A-A'corte A-A'A-B3.433.311.71A-B3.433.311.71A-B3.433.311.71B-C4.473.891.90B-C4.473.891.90B-C4.473.891.90C-D3.182.552.06C-D3.182.552.06C-D3.182.552.06D-E2.12.51.39D-E2.12.51.39D-E2.12.51.39E-F3.43.291.71E-F3.43.291.71E-F3.43.291.71corte B-B'corte B-B'corte B-B'A-B6.93.313.44A-B6.93.313.44A-B6.93.313.44B-C9.053.893.84B-C9.053.893.84B-C9.053.893.84C-D4.362.552.82C-D4.362.552.82C-D4.362.552.82D-E4.22.52.77D-E4.22.52.77D-E4.22.52.77E-F6.793.293.41E-F6.793.293.41E-F6.793.293.41corte C-C'corte C-C'corte C-C'A-B3.443.311.71A-B3.443.311.71A-B3.443.311.71B-C3.593.891.52B-C3.593.891.52B-C3.593.891.52C-D2.182.551.41C-D2.182.551.41C-D2.182.551.41D-E2.12.51.39D-E2.12.51.39D-E2.12.51.39E-F3.43.291.71E-F3.43.291.71E-F3.43.291.71







Hoja3

PISO 11-1EJE 1-1d3.484.03d3.514.292.952.93.49q (T/m ln)1.181.33q (T/m ln)1.261.41.521.021.26M min1.301.9611M min1.412.341.200.781.40M max0.891.3516M max0.971.610.830.540.96EJE 2-2q (T/m ln)2.352.682-2q (T/m ln)2.542.842.082.052.52M min2.593.96M min2.844.751.651.572.79M max1.782.72M max1.962.191.601.581.94EJE 3-3q (T/m ln)2.322.583-3q (T/m ln)1.271.121.041.021.26M min2.553.81M min1.421.870.820.781.40M max1.762.62M max0.980.860.800.790.97EJE 4-4q (T/m ln)2.262.46M min2.493.63M max1.712.50

EJE 5-5q (T/m ln)2.32.55M min2.533.76M max1.742.59


PISO 2AAEJE 1-1d3.484.03d3.514.292.952.93.49q (T/m ln)1.181.33q (T/m ln)1.261.41.521.021.26M min1.301.9611M min1.412.341.200.781.40M max0.891.3516M max0.971.610.830.540.96EJE 2-2q (T/m ln)2.352.68BBq (T/m ln)2.542.842.082.052.52M min2.593.96M min2.844.751.651.572.79M max1.782.72M max1.962.191.601.581.94EJE 3-3q (T/m ln)2.322.58CCq (T/m ln)1.271.121.041.021.26M min2.553.81M min1.421.870.820.781.40M max1.762.62M max0.980.860.800.790.97EJE 4-4q (T/m ln)2.262.46M min2.493.63M max1.712.50



PISO 3AAEJE 1-1d3.484.03d3.514.292.952.93.49q (T/m ln)1.181.33q (T/m ln)1.261.41.521.021.26M min1.301.9611M min1.412.341.200.781.40M max0.891.3516M max0.971.610.830.540.96EJE 2-2q (T/m ln)2.352.68BBq (T/m ln)2.542.842.082.052.52M min2.593.96M min2.844.751.651.572.79M max1.782.72M max1.962.191.601.581.94EJE 3-3q (T/m ln)2.322.58CCq (T/m ln)1.271.121.041.021.26M min2.553.81M min1.421.870.820.781.40M max1.762.62M max0.980.860.800.790.97EJE 4-4q (T/m ln)2.262.46M min2.493.63M max1.712.50



Hoja4

PRIMER PISOVERTICALPRIMER PISOEJELUZ (m)Wu (T/m)MOMENTO NEGATIVOMOMENTO POSITIVOMOMENTO NEGATIVOHORIZONTALEJELUZ (m)Wu (kg/m)MOMENTO NEGATIVOMOMENTO POSITIVOMOMENTO NEGATIVO13.311.510.691.181.653.891.510.951.632.28A3.351.510.711.211.692.551.510.410.700.983.91.510.961.642.292.51.510.390.670.943.291.510.681.171.63

EJELUZ (m)Wu (T/m)MOMENTO NEGATIVOMOMENTO POSITIVOMOMENTO NEGATIVOEJELUZ (m)Wu (kg/m)MOMENTO NEGATIVOMOMENTO POSITIVOMOMENTO NEGATIVO23.311.510.691.181.653.891.510.951.632.28B3.351.510.711.211.692.551.510.410.700.983.91.510.961.642.292.51.510.390.670.943.291.510.681.171.63EJELUZ (m)Wu (kg/m)MOMENTO NEGATIVOMOMENTO POSITIVOMOMENTO NEGATIVOEJELUZ (m)Wu (kg/m)MOMENTO NEGATIVOMOMENTO POSITIVOMOMENTO NEGATIVO33.311.510.691.181.653.891.510.951.632.28C3.351.510.711.211.692.551.510.410.700.983.91.510.961.642.292.51.510.390.670.943.291.510.681.171.63

EJELUZ (m)Wu (kg/m)MOMENTO NEGATIVOMOMENTO POSITIVOMOMENTO NEGATIVO

D3.351.510.711.211.693.91.510.961.642.29


E3.351.510.711.211.693.91.510.961.642.29


F3.351.510.711.211.693.91.510.961.642.29

Hoja5VIGAS HORIZONTALESVIGA LejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)Ln9.81era condicionb=bw+(Ln/12)de A a G 1-25.61.41.4bw0.252da condicionb=bw+6hf0.250.081.531.53hf0.083era condiconb=bw+(sw/2)0.255.22.852.85h0.4VIGA Tr0.025ejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)d0.351era condicionb=Ln/4de A a G 1-39.82.452.452.452.452.452.452.452da condicionb=bw+16hf0.250.081.531.531.531.531.531.531.53MOMENTO ULTIMO3era condiconb=bw+(sw/2)0.253.82.152.152.152.152.152.152.15fy4200VIGA Tf'c2100ejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)Cc218.481era condicionb=Ln/4de A a G 2-48.22.052.052.052.052.052.052.05viga TMu76.47ton-m2da condicionb=bw+16hf0.250.081.531.531.531.531.531.531.53MOMENTO ULTIMO3era condiconb=bw+(sw/2)0.253.62.052.052.052.052.052.052.05f'c2100VIGA Tfy4200ejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)Cc199.921era condicionb=Ln/4de A a G 3-58.22.052.052.052.052.052.052.05viga LMu69.97ton-m2da condicionb=bw+16hf0.250.081.532.532.532.532.532.532.53AREA DEL ACERO3era condiconb=bw+(sw/2)0.253.82.152.152.152.152.152.152.15viga TAs64.22cmVIGA Tviga LAs58.76cmejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)CUANTIA MINIMA1era condicionb=Ln/4de A a G 4-69.82.452.452.452.452.452.452.45viga T0.011992da condicionb=bw+16hf0.250.081.531.531.531.531.531.531.53viga L0.011993era condiconb=bw+(sw/2)0.255.22.852.852.852.852.852.852.85CALCULO DE Cf (Kg)VIGA Lviga Tcf182784.00kgejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)viga Lcf164220kg1era condicionb=bw+(Ln/12)de A a G 5-65.61.41.4ACF (PATIN) cm2da condicionb=bw+6hf0.250.081.531.53viga TAsf43.52cm3era condiconb=bw+(sw/2)0.255.22.852.85viga LAsf39.1cmMOMENTO NOMINALviga TMnf56.66ton-mviga LMnf50.91ton-mVIGAS VERTICALESMuw (Alma)VIGA Tviga T(Mu)w19.81ton-mejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)Viga L(Mu)w19.06ton-m1era condicionb=Ln/4de A a G 1-34.51.1251.131.131.131.131.131.13CALCULO DE a2da condicionb=bw+16hf0.250.081.531.531.531.531.531.531.53viga Ta9.88cm3era condiconb=bw+(sw/2)0.253.82.152.152.152.152.152.152.15Viga La9.88cmVIGA TAsw (ALMA) cmejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)viga TAsw17.43cm1era condicionb=Ln/4de A a G 2-47.91.9751.981.981.981.981.981.98Viga LAsw16.77cm2da condicionb=bw+16hf0.250.081.531.531.531.531.531.531.53CALCULO DE As3era condiconb=bw+(sw/2)0.253.62.052.052.052.052.052.052.05viga TAs60.95cmVIGA TViga LAs55.87cmejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m) BALANCE1era condicionb=Ln/4de A a G 3-582222222viga Tbalance0.02122da condicionb=bw+16hf0.250.081.532.532.532.532.532.532.53Viga Lbalance0.02123era condiconb=bw+(sw/2)0.253.82.152.152.152.152.152.152.15CALCULO DE fVIGA Tviga Tf0.0497ejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)Viga Lf0.04471era condicionb=Ln/4de A a G 4-682222222CALCULO DE max2da condicionb=bw+16hf0.250.081.531.531.531.531.531.531.53viga Tmax0.00873era condiconb=bw+(sw/2)0.255.22.852.852.852.852.852.852.85Viga Lmax0.0088VIGA TCALCULO DE EsejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)viga TEs0.00601era condicionb=Ln/4de A a G 4-682222222Viga LEs0.00602da condicionb=bw+16hf0.250.081.531.531.531.531.531.531.53DIAMETROS DE VARILLAS 3era condiconb=bw+(sw/2)0.255.22.852.852.852.852.852.852.85viga T60% As36.363 36mmVIGA T40% As24.243 32mmejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m)viga L60% As33.3243 36mm1era condicionb=Ln/4de A a G 4-67.91.9751.981.981.981.981.981.9840% As22.2163 32mm2da condicionb=bw+16hf0.250.081.531.531.531.531.531.531.53As NETA3era condiconb=bw+(sw/2)0.255.22.852.852.852.852.852.852.85viga TAs neta54.66cmVIGA LViga LAs neta54.66cmejeLnbwSwhfb (m)b (m)b (m)b (m)b (m)b (m)b (m) DISEO1era condicionb=bw+(Ln/12)de A a G 5-63.90.9750.98viga Tdiseo0.010212da condicionb=bw+6hf0.250.081.531.53Viga Ldiseo0.011163era condiconb=bw+(sw/2)0.255.22.852.85M diseoviga TMdiseo69.91ton-mViga LMdiseo64.16ton-m

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PROYECTO Columna Carga