Pillon Posted June 23, 2011 Report Share Posted June 23, 2011 Bonjour, En voulant verifier un profilé soumis à un moment de torsion ponctuel (en mode portique spatial), je me suis appercu que le logiciel n'en tient pas compte. Est ce qu'il y a une modelisation précise ou un mode de calcul spécifique ? Merci d'avance Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted June 24, 2011 Report Share Posted June 24, 2011 1 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted June 24, 2011 Report Share Posted June 24, 2011 Quote Link to comment Share on other sites More sharing options...
keuj84 Posted June 24, 2011 Report Share Posted June 24, 2011 Quote Link to comment Share on other sites More sharing options...
Pillon Posted June 24, 2011 Author Report Share Posted June 24, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted June 25, 2011 Report Share Posted June 25, 2011 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted July 4, 2011 Report Share Posted July 4, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted July 4, 2011 Report Share Posted July 4, 2011 Quote Link to comment Share on other sites More sharing options...
keuj84 Posted July 5, 2011 Report Share Posted July 5, 2011 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted July 11, 2011 Report Share Posted July 11, 2011 Quote Link to comment Share on other sites More sharing options...
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