dimensionnement des fondations courigé

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dimension des poteaux b(m) h(m) BLOC A 0.7 0.7 BLOC C 0.7 0.7 BLOC D1,2 0.7 0.7 BLOC D3 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 dimension des poteaux b(m) h(m) 0.3 0.4 0.3 0.4 0.3 0.4 0.3 0.4 0.3 0.4 0.3 0.4

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dimensionnementdimension des poteauxNser(kN)qsol(MPA)D(m)S(m2)B (m)A (m)B choiAchoiS choiht(m)d(m)P p (kN)Pt (kN)P amorsNtot(kN)vrificatiionb(m)h(m)BLOC A0.70.72574.780.2212.87393.58802173913.588021739144160.8750.825350314.077513.781253252.638750.2032899219BLOC C 0.70.71697.980.228.48992.91374329692.91374329693390.6250.575140.625210.622516.843752066.071250.2295634722BLOC D1,20.70.71534.080.227.67042.76954869972.76954869973390.6250.575140.625210.622516.843751902.171250.2113523611BLOC D30.70.72192.840.2210.96423.31122333893.31122333893.53.512.250.750.7229.6875264.615.31252702.440.22060734690.70.72034.070.2210.170353.18909861873.18909861873.53.512.250.750.7229.6875264.615.31252543.670.20764653060.70.71780.390.228.901952.98361358092.98361358093390.6250.575140.625210.622516.843752148.481250.23872013890.70.7973.540.224.86772.20628647282.20628647282.52.56.250.50.4578.125155.5218.3751225.560.19608960.70.7687.110.223.435551.85352367131.85352367132240.3750.32537.5102.667519.90625847.183750.2117959375dimension des poteauxNelu(kN)qsol(MPA)D(m)S(m2)B (m)A (m)B choiAchoiS choiht(m)d(m)P p (kN)Pt (kN)Ntot(kN)vrificatiionb(m)h(m)0.30.4266.50.151.51.18444444440.94251436771.256685823611.351.350.28750.23759.70312526.84475315.839631250.23395528240.30.4275.180.1521.22302222220.95774039631.2769871951.151.51.7250.3250.27514.01562548.39075359.428606250.20836440940.30.4533.980.1522.37324444441.33414142181.77885522911.151.551.78250.33750.287515.0398437549.7503125621.44671093750.348637706S0.30.41.40373169441.02605982811.36807977080.30.41.59746047221.09457542191.45943389580.30.42.76198538191.43926683991.9190224532

sem rec sous pot rec sans momdimension des poteauxNser(kN)qsol(MPA)D(m)ht(m)ht choi(m)a(cm)b(cm)ea(cm)da(m)db(m)d(m)S(m2)B (m)A (m)B choiAchoiS choiP p (kN)Pt (kN)Ntot(kN)vrificatiionb(m)h(m)0.350.652520.151.50.20027817720.51.41.40.1440.28750.21250.28751.680.95111270871.76635217331.21.82.1610.815021567245.2108236071308.02584517430.1426045580.350.35580.151.50.11795631760.351.41.40.1440.11250.11250.11250.38666666670.62182527020.62182527020.80.80.641.887301080812.87373690272.76103798280.11368912180.350.651530.151.50.1477752630.351.41.40.1440.16250.16250.16251.020.7411010521.376330525111.31.34.802696047326.1046985479183.90739459520.14146722660.30.3173.450.081.50.34311385810.351.41.40.1440.38750.38750.38752.1681251.47245543231.47245543231.851.853.422529.357679480769.3958152239272.20349470470.07953352660.30.3173.450.081.50.34311385810.351.41.40.1440.38750.38750.38752.1681251.47245543231.47245543231.851.853.422529.357679480769.3958152239272.20349470470.07953352660.30.3173.450.081.50.34311385810.351.41.40.1440.38750.38750.38752.1681251.47245543231.47245543231.851.853.422529.357679480769.3958152239272.20349470470.0795335266ferraillage par la methode des bielles ELU=1ELS=2fe 400situation [s]Aa (cm2)Ab(cm2)Aa choi (cm2)Ab choi(cm2)22027.62440210837.624402108313481.04541721241.045417212413482.64234762352.642347623513483.91096975153.9109697515

sem rec sous pot rec avec momETATSemCOMBN [kN]Mb [kN.m]Ma[kN.m]e b[m]e a[m]A [m]B [m]H [m]gbton [kN]Ns [kN]gterre [kN]D [m]Nt [kN]NT [kN]s2 [kN/m]s1 [kN/m]s3/4 [kN/m](1/1.33) triangulabss[MPA]C(cm)DB(mm)DA(mm)db(cm)da(cm)test(eb