med.elati Posted April 24, 2013 Report Share Posted April 24, 2013 Salamo 3alikom Mon projet s'agit d'un Batiment R+15+sous-sol je l'est modélisé et j'ai posé les charges G et Q et j'ai fait le calcul sur CBS avec méthode des Elements finis Résultats : j'ai trouvé des faibles efforts réduits sur les voiles je trouve environs 200 tonnes et d'aprés mon encadrants je dois trouver environ 1000 à 2000 T dans chaque voile d'un noyau central Qui a une idée où je peux trouver l'erreur ? Cordialement Sans titre 1.bmp Quote Link to comment Share on other sites More sharing options...
deezedha Posted April 24, 2013 Report Share Posted April 24, 2013 1 Quote Link to comment Share on other sites More sharing options...
El Mehdi AALAOUI Posted April 24, 2013 Report Share Posted April 24, 2013 Quote Link to comment Share on other sites More sharing options...
deezedha Posted April 24, 2013 Report Share Posted April 24, 2013 Quote Link to comment Share on other sites More sharing options...
med.elati Posted April 27, 2013 Author Report Share Posted April 27, 2013 Quote Link to comment Share on other sites More sharing options...
bilo2012 Posted May 3, 2013 Report Share Posted May 3, 2013 Quote Link to comment Share on other sites More sharing options...
med.elati Posted May 7, 2013 Author Report Share Posted May 7, 2013 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.