Metrado de CargasSISTEMA DE LOSA ALIGERADA ALITECMetrado de Carga Muerta por Metro Lineal de ViguetaPeso del Concreto Armado2400kg/mPeso del Piso Terminado100kg/mPeso del Poliestireno Expandido10kg/mPeso de Vigueta ALITEC con Albailera de ArcillaCarga Muerta/ViguetaViguetaBloque Albailera de ArcillaConcreto en ObraPARCIALH LosaAnchoPesoBovedillaLargorea TransVol UnitPeso UnidParcialVolVolPesoPesoPiso TermTOTALcmmKgUnidmmmmKgKgmmmKgKgKg/mKg/mTon/m170.612.2050.20585750.0126.2531.25378250.03890.78134.2360194.230.194200.512.7150.20603750.0127.5037.5360250.03686.46136.6750186.670.18722.50.512.9850.20706250.0147.6038.01382750.03891.86142.8550192.850.193250.513.2550.20813750.01610.7553.75405250.04197.26164.2650214.260.21427.50.513.7550.20916250.01810.8554.26427750.043102.66170.6750220.670.221300.514.2550.201023750.02010.9454.68474830.047113.96182.8850232.880.23332.50.514.2550.201126250.02311.0455.19497330.050119.36188.8050238.800.239Peso de Vigueta ALITEC con Albailera de Concreto AligeradoCarga Muerta/ViguetaViguetaBloque Albailera de Concreto VibradoConcreto en ObraPARCIALH LosaAnchoPesoBovedillaLargorea TransVol UnitPeso UnidParcialVolVolPesoPesoPiso TermTOTALcmmKgUnidmmmmKgKgmmmKgKgKg/mKg/mTon/m170.612.2050.20585750.0127.2136.05378250.03890.78139.0360199.030.199200.512.7150.20603750.0128.5042.5360250.03686.46141.6750191.670.19222.50.512.9850.20706250.0148.6043.01382750.03891.86147.8550197.850.198250.513.2550.20813750.01612.0860.42405250.04197.26170.9350220.930.22127.50.513.7550.20916250.01812.1960.93427750.043102.66177.3450227.340.227300.514.2550.201023750.02015.4076.99474830.047113.96205.2050255.200.25532.50.514.2550.201126250.02315.5077.50497330.050119.36211.1150261.110.261Peso de Vigueta ALITEC con Albailera de Poliestireno ExpandidoCarga Muerta/ViguetaViguetaBloque Albailera de Poliestireno ExpandidoConcreto en ObraPARCIALH LosaAnchoPesoBovedillaLargorea TransVol UnitPeso UnidParcialVolVolPesoPesoPiso TermTOTALcmmKgUnidmmmmKgKgmmmKgKgKg/mKg/mTon/m170.612.2011.00585750.0590.590.59378250.03890.78103.5760163.570.164200.512.7111.00603750.0600.600.60360250.03686.4699.7750149.770.15022.50.512.9811.00706250.0710.710.71382750.03891.86105.5550155.550.156250.513.2511.00813750.0810.810.81405250.04197.26111.3250161.320.16127.50.513.7511.00916250.0920.920.92427750.043102.66117.3350167.330.167300.514.2511.001023750.1021.021.02474830.047113.96129.2350179.230.17932.50.514.2550.201126250.0231.135.63497330.050119.36139.2450189.240.189Carga Muerta Puntual por Vigueta (ton)Altura promedio Entrepiso2.70mMuro Pandereta de SogaMuro Pandereta de CabezaHAnchoFactorEspesorAlturaPesoHAnchoFactorEspesorAlturaPesocmmcmmToncmmcmmTon170.614152.530.319170.614252.530.531200.514152.500.263200.514252.500.438220.514152.480.260220.514252.480.434250.514152.450.257250.514252.450.429280.514152.420.254280.514252.420.424300.514152.400.252300.514252.400.420Muro King Kong 18 huecos de SogaMuro King Kong 18 huecos de CabezaHAnchoFactorEspesorAlturaPesoHAnchoFactorEspesorAlturaPesocmmcmmToncmmcmmTon170.619152.530.433170.619252.530.721200.519152.500.356200.519252.500.594220.519152.480.353220.519252.480.589250.519152.450.349250.519252.450.582280.519152.420.345280.519252.420.575300.519152.400.342300.519252.400.570Muro Placa P-7 (de La Casa SA.)Muro Placa P-10 (de La Casa SA.)HAnchoFactorEspesorAlturaPesoHAnchoFactorEspesorAlturaPesocmmKg/mcmmToncmmKg/mcmmTon170.6158.5972.530.241170.6213.68102.530.324200.5158.5972.500.198200.5213.68102.500.267220.5158.5972.480.197220.5213.68102.480.265250.5158.5972.450.194250.5213.68102.450.262280.5158.5972.420.192280.5213.68102.420.259300.5158.5972.400.190300.5213.68102.400.256Muro Barandal de Concreto e=10 cmMuro Barandal de Concreto e=15 cmHAnchoFactorEspesorAlturaPesoHAnchoFactorEspesorAlturaPesocmmcmmToncmmcmmTon170.61101.000.144170.61151.000.216200.51101.000.120200.51151.000.180220.51101.000.120220.51151.000.180250.51101.000.120250.51151.000.180280.51101.000.120280.51151.000.180300.51101.000.120300.51151.000.180

DISEO fy=5 000 Kg cmSISTEMA DE LOSA ALITEC TRADICIONAL CON REFUERZO POSITIVO fy=5 000 Kg/cmAligerado h=17cmM-M-Caractersticas de SeccinClculo de As(min) y Asbalanceado10.85bfrea de concreto en traccin20.53As-rea de concreto en compresin10.90M+20.85hdd'bf60cm.As(min)- cmAs-bw9cm.As+ACI 10.5.1As(min)-d15cm.bwAs minMax:0.440.360.44d'14.5cm.0.75Asb2.10f'c210kg/cmfy4200kg/cmCaract Acero de TralichoCaract Acero PositivoAs(min)+ cmDimetroreaACI 10.5.1As(min)+7.40mmmmcmAs minMin:2.542.092.09rea 0.43cmR1=7.500.442.094.17OKA tralicho (2)0.86cmR2=9.000.640.75Asb11.27As+fy Tralicho5000kg/cmR3=12.001.131Mn Tralicho0.57tonxmfy =5000kg/cm*Considerando la altura del rea de concreto en compresin menor al espesor del alaClculo del VcAligerado sin ensancheAligerado con EnsancheEnsanche AlternoEnsanche Continuobw9cmbw34.5cmbw60cmVc1.10TonVc4.23TonVc7.35Ton2Vc0.94Ton2Vc3.59Ton2Vc6.25TonClculo del Ascolocado y MnMomento NegativoCombinaciones de Acero Corrugado (fy=4200 kg/cm) y Mn (tonxm)Combinaciones de Acero Corrugado (fy=4200 kg/cm) y Mn (tonxm)Comb 1Comb 2Comb 3Comb 4Comb 5Comb 6Comb 7Comb 8Comb 9Comb 10Comb 11Comb 12Comb 13Comb 14Comb 15Comb 16 VarillaAs- (cm)0.501.011.131.632.262.503.134.000.711.291.422.002.582.713.294.008mm0.500.501.010.500.5012mm1.131.131.132.261.135/8"2.002.002.004.003/8"0.710.711.420.710.711/2"1.291.291.292.581.295/8"2.002.002.004.001Mn0.260.500.560.760.991.061.231.400.360.620.680.901.091.121.271.40a (cm)1.312.632.964.275.916.548.1910.461.863.373.715.236.757.088.6010.46Astotal-82x8128+122x128+5/8"12+5/8"2x5/8"3/8"1/2"2x3/8"3/8"+1/2"2x1/2"3/8"+5/8"1/2"+5/8"2x5/8"As(min)-Ensanche alterno por flexinAs(min)-Ensanche alterno por flexinMomento PositivoCombinaciones de Acero corrugado (fy=5000 kg/cm) y Mn (tonxm)Comb 1Comb 2Comb 3Comb 4Comb 5Comb 6Comb 7Comb 8Comb 9Comb 10 VarillaAs+ (cm)0.861.301.501.741.941.992.132.432.633.12Tralicho0.860.860.860.860.860.860.860.860.860.860.867.5mm0.440.440.880.440.449.0mm0.640.640.641.270.6412.0mm1.131.131.131.132.261Mn0.570.860.991.151.271.301.391.581.702.01a (cm)0.400.610.700.810.900.931.001.141.231.46Astotal+TT+7.5T+9T+2x7.5T+7.5+9T+12T+2x9T+7.5+12T+9+12T+2x12MATRIZ DE MOMENTOS (-) Y ACEROMATRIZ DE MOMENTOS (-) Y ACEROCombinacin1MnVARILLASCombinacin1MnVARILLASVarillasMINMAXACEROVarillasMINMAXACEROComb 100.268Comb 900.363/8"Comb 20.260.502x8Comb 100.360.621/2"Comb 30.500.5612Comb 110.620.682x3/8"Comb 40.560.768+12Comb 120.680.903/8"+1/2"Comb 50.760.992x12Comb 130.901.092x1/2"Comb 60.991.068+5/8"Comb 141.091.123/8"+5/8"Comb 71.061.2312+5/8"Comb 151.121.271/2"+5/8"Comb 81.231.402x5/8"Comb 161.271.402x5/8"Siguientes1.40ExcesoSiguientes1.40ExcesoMATRIZ DE MOMENTOS (+) Y ACEROCombinacin1MnVARILLASVarillasMINMAXACEROComb 100.57TComb 20.570.86T+7.5Comb 30.860.99T+9Comb 40.991.15T+2x7.5Comb 51.151.27T+7.5+9Comb 61.271.30T+12Comb 71.301.39T+2x9Comb 81.391.58T+7.5+12Comb 91.581.70T+9+12Comb 101.702.01T+2x12Siguientes2.01Exceso

DISEO fy=4 200 Kg cmSISTEMA DE LOSA ALITEC TRADICIONAL CON REFUERZO POSITIVO fy=5 000 y fy=4 200 Kg/cmAligerado h=17cmM-M-Caractersticas de SeccinClculo de As(min) y Asbalanceado10.85bfrea de concreto en traccin20.53As-rea de concreto en compresin10.90M+20.85hdd'bf60cm.As(min)- cmAs-bw9cm.As+ACI 10.5.1As(min)-d15cm.bwAs minMax:0.440.360.44d'14.5cm.0.75Asb2.10f'c210kg/cmfy4200kg/cmCaract Acero de TralichoAs(min)+ cmACI 10.5.1As(min)+7.40mmAs minMin:2.542.092.09rea 0.43cm2.094.17OKA tralicho (2)0.86cm0.75Asb11.27As+fy Tralicho5000kg/cm1Mn Tralicho0.57tonxm*Considerando la altura del rea de concreto en compresin menor al espesor del alaClculo del VcAligerado sin ensancheAligerado con EnsancheEnsanche AlternoEnsanche Continuobw9cmbw34.5cmbw60cmVc1.10TonVc4.23TonVc7.35Ton2Vc0.94Ton2Vc3.59Ton2Vc6.25TonClculo del Ascolocado y MnMomento NegativoCombinaciones de Acero Corrugado (fy=4200 kg/cm) y Mn (tonxm)Combinaciones de Acero Corrugado (fy=4200 kg/cm) y Mn (tonxm)Comb 1Comb 2Comb 3Comb 4Comb 5Comb 6Comb 7Comb 8Comb 9Comb 10Comb 11Comb 12Comb 13Comb 14Comb 15Comb 16 VarillaAs- (cm)0.501.011.131.632.262.503.134.000.711.291.422.002.582.713.294.008mm0.500.501.010.500.5012mm1.131.131.132.261.135/8"2.002.002.004.003/8"0.710.711.420.710.711/2"1.291.291.292.581.295/8"2.002.002.004.001Mn0.260.500.560.760.991.061.231.400.360.620.680.901.091.121.271.40a (cm)1.312.632.964.275.916.548.1910.461.863.373.715.236.757.088.6010.46Astotal-82x8128+122x128+5/8"12+5/8"2x5/8"3/8"1/2"2x3/8"3/8"+1/2"2x1/2"3/8"+5/8"1/2"+5/8"2x5/8"As(min)-Ensanche alterno por flexinAs(min)-Ensanche alterno por flexinMomento PositivoCombinacin de Acero Corrugado (fy=5000 y 4200 kg/cm) y Mn (tonxm)Comb 1Comb 2Comb 3Comb 4Comb 5Comb 6Comb 7Comb 8 VarillaAs+ (cm)0.861.572.152.282.863.443.574.15Tralicho0.860.860.860.860.860.860.860.860.863/8"0.710.711.420.711.420.711/2"1.291.291.292.581.292.581Mn0.570.961.271.341.651.952.012.31a (cm)0.400.680.910.961.191.411.461.69Astotal+TT+3/8T+1/2T+2x3/8T+3/8+1/2T+2X1/2T+2x3/8+1/2T+3/8+2x1/2MATRIZ DE MOMENTOS (-) Y ACEROMATRIZ DE MOMENTOS (-) Y ACEROCombinacin1MnVARILLASCombinacin1MnVARILLASVarillasMINMAXACEROVarillasMINMAXACEROComb 100.268Comb 900.363/8"Comb 20.260.502x8Comb 100.360.621/2"Comb 30.500.5612Comb 110.620.682x3/8"Comb 40.560.768+12Comb 120.680.903/8"+1/2"Comb 50.760.992x12Comb 130.901.092x1/2"Comb 60.991.068+5/8"Comb 141.091.123/8"+5/8"Comb 71.061.2312+5/8"Comb 151.121.271/2"+5/8"Comb 81.231.402x5/8"Comb 161.271.402x5/8"Siguientes1.40ExcesoSiguientes1.40ExcesoMATRIZ DE MOMENTOS (+) Y ACEROCombinacin1MnVARILLASVarillasMINMAXACEROComb 100.57TComb 20.570.96T+3/8Comb 30.961.27T+1/2Comb 41.271.34T+2x3/8Comb 51.341.65T+3/8+1/2Comb 61.651.95T+2X1/2Comb 71.952.01T+2x3/8+1/2Comb 82.012.31T+3/8+2x1/2Siguientes2.31Exceso