civil master Posted May 24, 2012 Report Share Posted May 24, 2012 Bonjour à tous, chers civilmanistes je suis en train de calculer la flèche selon le BAEL d'une série des poutres isostatique .... j'ai trouvé que le BAEL distingue l'état fissuré et l'état non fissuré dans le calcul de la flèche mais je n'ai pas trouvé l'articile qui donne l'explication pour distinguer les deux cas !! ----- moi je trouve que logiquement on calcul la contrainte dans le béton à la fibre la plus tendue et on la compare avec ftj !! mais je n'ai pas trouvé l'article oficiel qui dit ça ! je vous remercier en avance de m'indiquer l'article du BAEL qui éclaire ça ou bien une autre référence ... Codrdialement. 1 Quote Link to comment Share on other sites More sharing options...
civil master Posted May 26, 2012 Author Report Share Posted May 26, 2012 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted May 29, 2012 Report Share Posted May 29, 2012 2 Quote Link to comment Share on other sites More sharing options...
civil master Posted May 29, 2012 Author Report Share Posted May 29, 2012 1 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted May 30, 2012 Report Share Posted May 30, 2012 2 Quote Link to comment Share on other sites More sharing options...
civil master Posted May 31, 2012 Author Report Share Posted May 31, 2012 1 Quote Link to comment Share on other sites More sharing options...
S.Stambouli Posted June 1, 2012 Report Share Posted June 1, 2012 1 Quote Link to comment Share on other sites More sharing options...
civil master Posted June 2, 2012 Author Report Share Posted June 2, 2012 Quote Link to comment Share on other sites More sharing options...
Recommended Posts
Join the conversation
You can post now and register later. If you have an account, sign in now to post with your account.
Note: Your post will require moderator approval before it will be visible.