Guillaume5967 Posted March 29, 2012 Report Share Posted March 29, 2012 Bonjour, Serait-il possible d'avoir la vérification de la poutre ci-jointe à l'eurocode 2 avec Arche ou Robot Nous avons fais le calcul manuel et comparer avec le logiciel que nous avons et on trouve de gros écarts. (aciers comprimées + non prise en compte de la transmission directe aux appuis) La position de la charge ponctuelle est donnée par rapport à l'axe théorique de l'appui. Soit à 50 cm du nu de l'appui. Les aciers ont étés calculés en palier horizontal et en classe B. Hypothèse de calcul : élastique sans répartition Béton : XC1 C25/30 ciment normal; poutre intérieure Merci d'avance, Cordialement, GuillaumeEtude poutre.pdf Quote Link to comment Share on other sites More sharing options...
CircArK Posted March 29, 2012 Report Share Posted March 29, 2012 Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted March 29, 2012 Report Share Posted March 29, 2012 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted March 29, 2012 Author Report Share Posted March 29, 2012 Quote Link to comment Share on other sites More sharing options...
Christian_85 Posted March 29, 2012 Report Share Posted March 29, 2012 Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted March 29, 2012 Report Share Posted March 29, 2012 Quote Link to comment Share on other sites More sharing options...
nico1881 Posted March 29, 2012 Report Share Posted March 29, 2012 Quote Link to comment Share on other sites More sharing options...
Floyd-Ing Posted March 29, 2012 Report Share Posted March 29, 2012 Quote Link to comment Share on other sites More sharing options...
Christian_85 Posted March 29, 2012 Report Share Posted March 29, 2012 Quote Link to comment Share on other sites More sharing options...
CircArK Posted March 30, 2012 Report Share Posted March 30, 2012 Quote Link to comment Share on other sites More sharing options...
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