DADOS INICIAISPontifcia Universidade Catlica de Gois PUC GoisEngenharia Civil Trabalho Final de CursoClculo de Reservatrios enterrados em concreto armado pelo mtodo de BaresC20DADOS DOS MATERIAISLEGENDASEntrada de dadosC25AO CA50ENTRE COM AS MEDIDAS DO RESERVATRIO EM cmGerado automaticamente50C30CLASSE CONCRETOC2560C35COBRIMENTO(cm)345ATENO ***NENHUMA LINHA OU COLUNA DESTA PLANILHA DEVE SER EXCLUDA.C40g conc (KN/m)25g agua (KN/m)10g solo (KN/m)18PAR1386K0.4fck(MPa)25Modulo de elasticidade (Mpa)28000350PAR3FUNDOPAR4350PAR2386345TAMPA350

Usuario:Largura da PAREDE e FUNDOUsuario:Largura da PAREDE e FUNDOUsuario:Altura do reservatrioUsuario:Largura da tampaUsuario:

Comprimento da PAREDE

TAMPA1. TampaLEGENDASEntrada de dadosGerado automaticamenteEspessura(m)0.12Lx(cm)345NENHUMLy(cm)350CASO 1CASO 2ACASO 2BCASO 3CASO 4ACASO 4BCASO 5Al =1.01INTERPOLARCASO 5BCASO 6Laje armada em duas direes! PROSSEGUIRCARREGAMENTOS:Peso prprio (KN/m2)3Impermeabilizao (KN/m2)1.2Sobrecarga (KN/m2)0.51.00total (KN/m2)4.701.051.101.151.20RESERVATRIO CHEIOINTERPOLAO1.25valores extremosValor finalESFOROS1.30l1.0111.051.35vx2.502.622.52Rx (KN/m)4.091.40vy2.502.502.50Ry (KN/m)4.051.45mx4.234.624.31Mx (KN.m/m)2.411.50my4.234.254.23My (KN.m/m)2.371.551.60RESERVATRIO VAZIOINTERPOLAO1.65valores extremosValor finalESFOROS1.70l1.0111.051.75vx2.502.502.50Rx (KN/m)4.051.80vy2.502.502.50Ry (KN/m)4.051.85mx2.022.022.02Mx (KN.m/m)1.131.90m-x5.155.155.15M-x (KN.m/m)2.881.95my2.022.022.02My (KN.m/m)1.132.00m-y5.155.155.15M-y (KN.m/m)2.88l =Lx/LyLx o menor voReaes =v * qLxMomentos =v * qLx210100

Usuario:Ver norma 6120

FUNDO2. FundoLEGENDASEntrada de dadosGerado automaticamenteEspessura(m)0.2Lx(cm)345NENHUMLy(cm)350CASO 1CASO 2ACASO 2BCASO 3CASO 4ACASO 4BCASO 5Al =1.01INTERPOLARCASO 5BCASO 6Laje armada em duas direes! PROSSEGUIRCARREGAMENTOS:Impermeabilizao (KN/m2)11.00Sobrecarga (KN/m2)01.05Peso das Paredes (KN/m2)22.221.101.15total (KN/m2)23.221.201.251.30INTERPOLAO1.35valores extremosValor finalESFOROS1.40l1.0111.051.45vx2.52.622.52Rx (KN/m)20.221.50vy2.52.52.50Ry (KN/m)20.021.55mx2.022.222.06Mx (kN.m/m)5.691.60m-x5.155.55.22M-x (kN.m/m)14.421.65my2.0222.02My (kN.m/m)5.571.70m-y5.155.295.18M-y (kN.m/m)14.311.751.80l =Lx/LyLx o menor vo1.851.90Reaes =v * qLxMomentos =v * qLx22.0010100

Usuario:Ver norma 6120

PAREDES 1 e 2(CHEIO)3. Paredes 1 e 2RESERVATRIO CHEIOLEGENDASEntrada de dadosGerado automaticamenteEspessura(m)0.2(planilha vlida apenas para lajes armadas em duas direes e sem sobrecarga)La(cm)386Lb(cm)3450.50L(cm)3450.550.600.650.70l =1.12INTERPOLAR0.750.800.850.900.95CARREGAMENTOS:1.001.05Presso da gua (kN/m2)69.481.101.15total (kN/m2)69.481.201.251.301.35INTERPOLAO1.40valores extremosValor finalESFOROS1.45l1.120.850.91.50mx =1.451.330.80Mx (KN.m/m) =6.631.55m-x =4.473.891.34M-x (KN.m/m) =11.071.60my =1.241.231.19My (KN.m/m) =9.811.65m-y =3.173.062.58M-y (KN.m/m) =21.301.701.75l =La/Lb1.801.851.90Momentos =m * qL21.951002.00

PAREDES 1 e 2(VAZIO)3. Paredes 1 e 2RESERVATRIO VAZIOLEGENDASEntrada de dadosGerado automaticamenteEspessura(m)0.2(planilha vlida apenas para lajes armadas em duas direes e sem sobrecarga)La(cm)386NENHUMLb(cm)350CASO 1L(cm)350CASO 2BCASO 3CASO 4ACASO 5Al =1.10NO PRECISA INTERPOLAR0.500.550.600.650.70CARREGAMENTOS:0.750.80Presso da solo (kN/m2)27.7920.850.90total (kN/m2)27.790.951.001.051.10INTERPOLAO1.15valores extremosValor finalESFOROS1.20l1.100.850.91.25mx =1.441.340.9Mx (KN.m/m) =3.891.30m-xi =3.893.72.9M-xi (KN.m/m) =12.171.35m-xs =2.282.111.4M-xs (KN.m/m) =5.921.40my =0.971.011.2My (KN.m/m) =4.841.45m-y =2.892.862.7M-y (KN.m/m) =11.351.501.55l =La/Lb1.601.651.70Momentos =m * qL21.751001.801.851.901.952.00

PAREDES 3 e 4(CHEIO)3. Paredes 1 e 2RESERVATRIO CHEIOLEGENDASEntrada de dadosGerado automaticamenteEspessura(m)0.20(planilha vlida apenas para lajes armadas em duas direes e sem sobrecarga)La(cm)386Lb(cm)3500.50L(cm)3500.550.600.650.70l =1.10NO PRECISA INTERPOLAR0.750.800.850.900.95CARREGAMENTOS:1.001.05Presso da gua (kN/m2)69.481.101.15total (kN/m2)69.481.201.251.301.35INTERPOLAO1.40valores extremosValor finalESFOROS1.45l1.100.850.91.50mx =1.451.330.85Mx (KN.m/m) =7.231.55m-x =4.473.891.57M-x (KN.m/m) =13.361.60my =1.241.231.19My (KN.m/m) =10.131.65m-y =3.173.062.62M-y (KN.m/m) =22.301.701.75l =La/Lb1.801.851.90Momentos =m * qL21.951002.00

PAREDES 3 e 4(VAZIO)3. Paredes 1 e 2RESERVATRIO VAZIOLEGENDASEntrada de dadosGerado automaticamenteEspessura(m)0.2(planilha vlida apenas para lajes armadas em duas direes e sem sobrecarga)La(cm)386NENHUMLb(cm)350CASO 1L(cm)350CASO 2BCASO 3CASO 4ACASO 5Al =1.10INTERPOLAR0.500.550.600.650.70CARREGAMENTOS:0.750.80Presso da solo (kN/m2)27.7920.850.90total (kN/m2)27.790.951.001.051.10INTERPOLAO1.15valores extremosValor finalESFOROS1.20l1.100.850.91.25mx =1.441.340.9Mx (KN.m/m) =3.871.30m-xi =3.893.72.9M-xi (KN.m/m) =12.131.35m-xs =2.282.111.4M-xs (KN.m/m) =5.881.40my =0.971.011.2My (KN.m/m) =4.851.45m-y =2.892.862.7M-y (KN.m/m) =11.341.501.55l =La/Lb1.601.651.70Momentos =m * qL21.751001.801.851.901.952.00

momentos finais (CHEIO)12.2111.07PAR1ly11.0712.21Compatibilizao dos momentos negativoslx21.30LIGAO PAREDE - PAREDE:Mc12.21390483317.8114.31LIGAO FUNDO-PAREDE 1 E FUNDO PAREDE 2:Mc17.806020265313.36lx13.36PAR3lx21.3017.8614.42FUNDOly14.4217.8621.30lxPAR4LIGAO FUNDO-PAREDE 3 E FUNDO PAREDE 4:Mc17.8640516803ly14.31ly13.3617.8113.3621.30lx12.2111.07PAR2ly11.0712.21lxTAMPAlyCORREO DOS MOMENTOS POSITIVOS DO FUNDO9.81PAR1ly9.81lx/ly1.00lxg1x0.0846.63g1y0.155Dg2x0.15520.02g2y0.08410.13lx10.13PAR3lx7.2320.02FUNDOly20.027.23lxPAR4Dx-6.99DMx-3.3072781093lyD20.02DlyDy-6.88DMy-2.168221447410.1310.13Mx16.71736474796.63My17.8564214098lx9.81PAR2ly9.81lxTAMPAlyReaesPAR1lylx20.02lxPAR3lx20.22FUNDOly20.22lxPAR4ly20.02lylxPAR2lylx4.09TAMPAly4.05

momentos finais (VAZIO)12.1512.17PAR1ly12.1712.15Compatibilizao dos momentos negativoslx4.84LIGAO PAREDE - PAREDE:Mc12.15175753189.5814.31LIGAO FUNDO-PAREDE 1 E FUNDO PAREDE 2:Mc9.57686909612.13lx12.13PAR3lx4.849.6314.42FUNDOly14.429.634.84lxPAR4LIGAO FUNDO-PAREDE 3 E FUNDO PAREDE 4:Mc9.634900511ly14.31ly12.139.5812.134.84lx12.1512.17PAR2ly12.1712.15lxTAMPAlyCORREO DOS MOMENTOS POSITIVOS DO FUNDO5.92PAR1ly5.92lx/ly1.00lxg1x0.0843.89g1y0.155Dg2x0.15520.02g2y0.0845.88lx5.88PAR3lx3.8720.02FUNDOly20.023.87lxPAR4Dx9.46DMx4.5597904086lyD20.02DlyDy9.58DMy2.93385227765.885.88Mx24.58443326573.89My22.9584951347lx5.92PAR2ly5.92lxTAMPAlyReaesPAR1lylx20.02lxPAR3lx20.22FUNDOly20.22lxPAR4ly20.02lylxPAR2lylx4.05TAMPAly4.05

Flexo-traoCONTRIBUIO DA FLEXO - TRAOtampatampaparedes 1 e 3paredes 1 e 3ESFOROSESFOROSESFOROSESFOROSMx (kN.m/m)4.09Mx (kN.m/m)20.22Mx (KN.m/m) =6.6300.00My (kN.m/m)4.05My (kN.m/m)20.02M-x (KN.m/m) =11.0700.00Rx (kN/m)2.41Xx (kN.m/m)5.69My (KN.m/m) =9.8100.00Ry (kN/m)2.37Xy (kN.m/m)14.42M-y (KN.m/m) =21.3000.00f(m)0.000Rx (kN/m)5.5700.0000.00Ry (kN/m)14.3100.0000.00f(m)0.0000.0000.0000.0000.00

CASO 11.001.051.101.151.201.251.301.351.401.451.501.551.601.651.701.751.801.851.901.952.00vx2.502.622.732.832.923.003.083.153.213.283.333.393.443.483.533.573.613.653.683.723.75vy2.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.50mx4.234.625.005.385.756.106.446.777.107.417.727.998.268.508.748.959.169.359.549.739.91my4.234.254.274.254.174.124.064.003.953.893.823.743.663.583.533.473.383.293.233.163.16

CASO 21.001.051.101.151.201.251.301.351.401.451.501.551.601.651.701.751.801.851.901.952.00vx2.502.622.732.832.923.003.083.153.213.283.333.393.443.483.533.573.613.653.683.723.75vy2.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.502.50mx2.022.222.422.652.872.973.063.193.323.433.533.613.693.763.833.883.923.963.994.025.64m'x5.155.505.856.146.436.676.907.097.287.437.577.687.797.887.978.058.128.188.248.298.33my2.022.001.981.941.891.831.771.711.651.571.491.431.361.291.211.171.131.071.010.990.96m'y5.155.295.435.515.595.645.685.695.705.715.725.725.725.725.725.725.725.725.725.725.72

CASO 3