Assines Posted March 9, 2011 Report Share Posted March 9, 2011 la méthode forfaitaire n'est pas vérifier dans ce cas il faut appliquer la méthode caquot minorée: moments sur appuis intermédiaire : Ma=-G+Q(l'w3+l'e3)/8.5(l'w+l'e) Moments sur appuis de rive : Mi=-0.2M0 Moments en travé : Mt(x)=M0(x)+(1-x/l)Mw+x/lMe et pour x=l/2-MG-MQ/Gl Mo(x)=Gx/2(l-x) et l'=l pour 2 travée de rive, l'=0.8l pour les travée de Milieu et pour l'effort tranchant Tw=qu l/2+Mw-Me/l Te= qu l/2-Mw-Me/l Ma question :quand t'est ce que on applique la méthode caquot non minorée et la Méthode caquot Minorée ??? Quote Link to comment Share on other sites More sharing options...
Assines Posted March 9, 2011 Author Report Share Posted March 9, 2011 Quote Link to comment Share on other sites More sharing options...
Assines Posted March 10, 2011 Author Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
franckfm Posted March 10, 2011 Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted March 10, 2011 Report Share Posted March 10, 2011 Quote Link to comment Share on other sites More sharing options...
Assines Posted March 11, 2011 Author Report Share Posted March 11, 2011 Quote Link to comment Share on other sites More sharing options...
Assines Posted March 14, 2011 Author Report Share Posted March 14, 2011 Quote Link to comment Share on other sites More sharing options...
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