kamel27 Posted September 2, 2008 Report Share Posted September 2, 2008 j'ai vu dans une note de calcul (étude d'un complexe immobilier en R+4 zone IIa rédiger par un ingénieur du CTC) le paragraphe suivant: (je demande votre avis sur les point soulignés ) remarque: c une étude statique équivalente I. Centre de gravité xg = 11.39m , yg = 6.00m Vu la symétrie le centre de torsion est confondu avec le centre de masse: L’excentricité e recommande par RPA 99 ex=0.05 lx =0.05x23.05 =1.15m ey=0.05ly =0.05*14.15=0.70m * Centre de masse le plus défavorable Xg =11.39+1.15=12.54m Yg = 6.00+0.70=6.70m Quote Link to comment Share on other sites More sharing options...
Expert medeaing Posted September 2, 2008 Expert Report Share Posted September 2, 2008 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted September 3, 2008 Report Share Posted September 3, 2008 Quote Link to comment Share on other sites More sharing options...
kamel27 Posted September 3, 2008 Author Report Share Posted September 3, 2008 Quote Link to comment Share on other sites More sharing options...
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Expert medeaing Posted September 4, 2008 Expert Report Share Posted September 4, 2008 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted September 5, 2008 Report Share Posted September 5, 2008 Quote Link to comment Share on other sites More sharing options...
Expert medeaing Posted September 5, 2008 Expert Report Share Posted September 5, 2008 Quote Link to comment Share on other sites More sharing options...
Expert medeaing Posted September 6, 2008 Expert Report Share Posted September 6, 2008 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted September 8, 2008 Report Share Posted September 8, 2008 Quote Link to comment Share on other sites More sharing options...
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