niviki Posted April 21, 2014 Report Share Posted April 21, 2014 Bonjour, J'ai une question sur le calcul des sections d'aciers d'une poutre ou d'une dalle. Lorsqu'on réalise l'épure d'arrêt de barre à l'aide du moment flechissant, on décale la courbe de 0,8h. Est-ce que quelqu'un a une explication sur ce décalage ? Je ne sais plus la raison. D'avance merci ! Quote Link to comment Share on other sites More sharing options...
abdelkrim3x Posted April 21, 2014 Report Share Posted April 21, 2014 (edited) Edited April 21, 2014 by abdelkrim3x 1 Quote Link to comment Share on other sites More sharing options...
Guest niviki Posted April 21, 2014 Report Share Posted April 21, 2014 Quote Link to comment Share on other sites More sharing options...
niviki Posted April 21, 2014 Author Report Share Posted April 21, 2014 Quote Link to comment Share on other sites More sharing options...
abdelkrim3x Posted April 22, 2014 Report Share Posted April 22, 2014 Quote Link to comment Share on other sites More sharing options...
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