akishalsaid Posted May 23, 2008 Report Share Posted May 23, 2008 bonjour j'ai essyé de calculuer une simple poutre de 45.1 m avec une charge d'expl de 0.42T/m mais pour les membrures inférieure pricpals je touve des section hyper grands( TRON 406 ne passe pas) merci vous pouver trouver le fichier ici http://rapidshare.com/files/116994968/S ... e.rtd.html Quote Link to comment Share on other sites More sharing options...
CLOTHO Posted May 25, 2008 Report Share Posted May 25, 2008 Quote Link to comment Share on other sites More sharing options...
ZELMAT Posted May 25, 2008 Report Share Posted May 25, 2008 Quote Link to comment Share on other sites More sharing options...
CLOTHO Posted May 25, 2008 Report Share Posted May 25, 2008 Quote Link to comment Share on other sites More sharing options...
akishalsaid Posted May 26, 2008 Author Report Share Posted May 26, 2008 Quote Link to comment Share on other sites More sharing options...
ZELMAT Posted May 26, 2008 Report Share Posted May 26, 2008 Quote Link to comment Share on other sites More sharing options...
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