Assines Posted May 31, 2010 Report Share Posted May 31, 2010 Bonsoir bonjour à tous on veut faire une analyse critique d'une construction à usage d'habitation R+2 , implanté à CHLEF Zone sismique III , la forme L (poteaux 30*30) Mon raisonnement est; j'ai disposer les voiles de contreventement dans les rives pour éviter la torsion et que le bras de levier est grand plus le moment résistent. tout personne peuve donner son commentaire sur les disposions des voiles ?! Merci de votre participation Quote Link to comment Share on other sites More sharing options...
ab1234 Posted June 4, 2010 Report Share Posted June 4, 2010 Quote Link to comment Share on other sites More sharing options...
Assines Posted June 5, 2010 Author Report Share Posted June 5, 2010 Quote Link to comment Share on other sites More sharing options...
Assines Posted June 5, 2010 Author Report Share Posted June 5, 2010 Quote Link to comment Share on other sites More sharing options...
ab1234 Posted June 5, 2010 Report Share Posted June 5, 2010 Quote Link to comment Share on other sites More sharing options...
SAMUCTC2007 Posted June 6, 2010 Report Share Posted June 6, 2010 Quote Link to comment Share on other sites More sharing options...
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