Civil Engineer007 Posted June 24, 2012 Report Share Posted June 24, 2012 bonjour les amis, pour le calcul des moment sur les poutres, les formules de RDM montre que les moment sur les appuis de rive dans les poutre isostatique ou continues sont nuls, mais le robot ne respéctent pas ça?? est ce que robot utilise autre méthode??? et est ce que ça va influencer sur le calcul des moment en travée par ce que j'ai pas trouvé la même chose en comparant avec avec mes résultats de calcul manuel ??? et merci d'avance. cordialement Quote Link to comment Share on other sites More sharing options...
azizs350 Posted June 24, 2012 Report Share Posted June 24, 2012 2 Quote Link to comment Share on other sites More sharing options...
Amine.btp Posted June 24, 2012 Report Share Posted June 24, 2012 2 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted June 24, 2012 Report Share Posted June 24, 2012 Quote Link to comment Share on other sites More sharing options...
Dady23 Posted June 24, 2012 Report Share Posted June 24, 2012 2 Quote Link to comment Share on other sites More sharing options...
aziz.badji Posted June 25, 2012 Report Share Posted June 25, 2012 Quote Link to comment Share on other sites More sharing options...
KHETT@B Posted June 25, 2012 Report Share Posted June 25, 2012 Quote Link to comment Share on other sites More sharing options...
NEZLI Posted June 26, 2012 Report Share Posted June 26, 2012 1 Quote Link to comment Share on other sites More sharing options...
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