SAVI Jacques Monil Posted December 27, 2015 Report Share Posted December 27, 2015 Bonjour à tous, lors de la vérification des contraintes dans une section en Té soumis à flexion simple j'ai trouvé f(hf) supérieur à zéro, donc l'axe neutre passe dans la table et je dois considérer une section rectangulaire de largeur beff,,, mais le discriminant pour déterminant pour déterminant x1 la position de l'axe neutre est négatif. je me suis dit que j'ai fait une erreur dans les calculs d'armatures mais depuis le matin je reprend tout Rien!!!!!. Peut être qu' il faut que je m'y prenne d'une autre façon. Aidez moi svp Quote Link to comment Share on other sites More sharing options...
Berenthor Posted December 27, 2015 Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
SAVI Jacques Monil Posted December 27, 2015 Author Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
Berenthor Posted December 27, 2015 Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
SAVI Jacques Monil Posted December 27, 2015 Author Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
Soumare93 Posted December 27, 2015 Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
Berenthor Posted December 27, 2015 Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
SAVI Jacques Monil Posted December 27, 2015 Author Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
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