zalda Posted June 7, 2012 Report Share Posted June 7, 2012 Bonjour, j'ai vu sur le BAEL la règle de calcul des dalles en flexion et la continuité des moments si on a plus de 2 travées et j'ai 2 questions: 1) pour une dalle sur 2 appuis avec une seule travée, si on fait le calcul rdm on n'a pas de moment au niveau des appuis et je voudrai savoir si c'est valable ou bien est ce qu'il existe des coefficients à multiplier avec le moment fléchissant maximal. 2) c'est la même question pour une dalle sur 4 appuis avec une seule travée. merci 1 Quote Link to comment Share on other sites More sharing options...
Dady23 Posted June 7, 2012 Report Share Posted June 7, 2012 1 Quote Link to comment Share on other sites More sharing options...
Amine.btp Posted June 7, 2012 Report Share Posted June 7, 2012 2 Quote Link to comment Share on other sites More sharing options...
Expert canartik Posted June 7, 2012 Expert Report Share Posted June 7, 2012 2 Quote Link to comment Share on other sites More sharing options...
S.Stambouli Posted June 7, 2012 Report Share Posted June 7, 2012 2 Quote Link to comment Share on other sites More sharing options...
zalda Posted June 8, 2012 Author Report Share Posted June 8, 2012 Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted June 8, 2012 Report Share Posted June 8, 2012 1 Quote Link to comment Share on other sites More sharing options...
Dady23 Posted June 8, 2012 Report Share Posted June 8, 2012 Quote Link to comment Share on other sites More sharing options...
fenfan87 Posted May 22, 2013 Report Share Posted May 22, 2013 (edited) Edited May 22, 2013 by fenfan87 Quote Link to comment Share on other sites More sharing options...
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