GUISSET Posted September 21, 2009 Report Share Posted September 21, 2009 Bonjour, Pour les spécialistes en construction métallique et aussi pour les autres : peut on dimensionner un poteau d' une structure métallique avec les sollicitations déterminées sous le gousset (de la traverse) au lieu des sollicitations dans l' épure (noeud poteau/traverse) ? dans un souci d optimisation ... Salutations Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 22, 2009 Report Share Posted September 22, 2009 1 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted September 22, 2009 Author Report Share Posted September 22, 2009 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 22, 2009 Report Share Posted September 22, 2009 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 22, 2009 Report Share Posted September 22, 2009 Quote Link to comment Share on other sites More sharing options...
Guest Posted September 23, 2009 Report Share Posted September 23, 2009 Quote Link to comment Share on other sites More sharing options...
LEO10 Posted September 23, 2009 Report Share Posted September 23, 2009 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 23, 2009 Report Share Posted September 23, 2009 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted September 28, 2009 Author Report Share Posted September 28, 2009 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted September 28, 2009 Report Share Posted September 28, 2009 Quote Link to comment Share on other sites More sharing options...
Recommended Posts
Join the conversation
You can post now and register later. If you have an account, sign in now to post with your account.
Note: Your post will require moderator approval before it will be visible.