Ermendorer Posted April 19, 2017 Report Share Posted April 19, 2017 (edited) Bonjour, Je souhaite effectuer des calculs au BAEL 91 pour une poutre en Té mais je bloque pour le calcul de la section d'acier longitudinale. Comme Mt (moment équilibré par la table seule) >=Mu; la poutre se calcul comme une section rectangulaire cependant pour le calcul du moment critique résiduel je ne sais pas quel moment il faut considérer (celui du départ Mu, de la table Mnu ??) Merci d'avance, Edited April 19, 2017 by Ermendorer Quote Link to comment Share on other sites More sharing options...
Hamza.el Posted April 19, 2017 Report Share Posted April 19, 2017 (edited) Edited April 19, 2017 by Hamza.el Quote Link to comment Share on other sites More sharing options...
Sanfoaboumashoud Posted April 19, 2017 Report Share Posted April 19, 2017 Quote Link to comment Share on other sites More sharing options...
Ermendorer Posted April 22, 2017 Author Report Share Posted April 22, 2017 Quote Link to comment Share on other sites More sharing options...
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