Joseph_85 Posted May 27, 2013 Report Share Posted May 27, 2013 Bonjour Voici le résultat de calcul d'une poutre ( de 4m de portée G=2t/m Q=2t/m et la largeur d' appuis 0.20m ) dans Arche et dans alcapulco Voir Pièce jointe (plan de ferraillage notamment avec Arche et Acalpulco) j aimerais avoir votre avis sur ces différent plan je ne sais si c' est mon paramétrage dans Arche qui cause problème si oui a quel niveau j ai fouillé mais sans succès Cordialement Poutre Arche .pdfPoutre Acalpulco.pdf Quote Link to comment Share on other sites More sharing options...
TOTUS22 Posted May 27, 2013 Report Share Posted May 27, 2013 Quote Link to comment Share on other sites More sharing options...
christykep Posted May 27, 2013 Report Share Posted May 27, 2013 Quote Link to comment Share on other sites More sharing options...
Joseph_85 Posted May 28, 2013 Author Report Share Posted May 28, 2013 Quote Link to comment Share on other sites More sharing options...
christykep Posted May 29, 2013 Report Share Posted May 29, 2013 Quote Link to comment Share on other sites More sharing options...
christykep Posted May 31, 2013 Report Share Posted May 31, 2013 1 Quote Link to comment Share on other sites More sharing options...
Joseph_85 Posted June 1, 2013 Author Report Share Posted June 1, 2013 Quote Link to comment Share on other sites More sharing options...
christykep Posted June 3, 2013 Report Share Posted June 3, 2013 Quote Link to comment Share on other sites More sharing options...
Joseph_85 Posted June 3, 2013 Author Report Share Posted June 3, 2013 Quote Link to comment Share on other sites More sharing options...
christykep Posted June 3, 2013 Report Share Posted June 3, 2013 Quote Link to comment Share on other sites More sharing options...
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