merrabai Posted December 8, 2015 Report Share Posted December 8, 2015 Bonjour à tous, Je suis entrain de modéliser la structure d'un bâtiment en charpente métallique + plancher collaborant, sauf le RDC qui est composé d'une structure béton (poteaux + poutres + dalle pleine). (la conception vient d'ailleurs, je ne peux justifier ce choix...) Q1- Après plusieurs tentatives de corriger le modèle j'ai une instabilité de type 3 qui persiste. Comment puis- je vérifier si cela n'affecte pas mes résultats. Q2 - En important mes poteaux dans le module ferraillage réel, ai-je besoin de rentrer les efforts ou robot le fait directement ? Merci bien, Quote Link to comment Share on other sites More sharing options...
ucefelmir Posted December 8, 2015 Report Share Posted December 8, 2015 Quote Link to comment Share on other sites More sharing options...
keuj84 Posted December 8, 2015 Report Share Posted December 8, 2015 1 Quote Link to comment Share on other sites More sharing options...
Benino Posted December 8, 2015 Report Share Posted December 8, 2015 Quote Link to comment Share on other sites More sharing options...
merrabai Posted December 9, 2015 Author Report Share Posted December 9, 2015 Quote Link to comment Share on other sites More sharing options...
merrabai Posted December 10, 2015 Author Report Share Posted December 10, 2015 Quote Link to comment Share on other sites More sharing options...
Auoub FAI Posted December 15, 2015 Report Share Posted December 15, 2015 Quote Link to comment Share on other sites More sharing options...
Auoub FAI Posted December 15, 2015 Report Share Posted December 15, 2015 Quote Link to comment Share on other sites More sharing options...
jamsnet Posted December 17, 2015 Report Share Posted December 17, 2015 Quote Link to comment Share on other sites More sharing options...
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