najia Posted November 9, 2011 Report Share Posted November 9, 2011 bonjour, j'ai a vérifier des poteaux dans une structure métallique avec étages;(l'etage RDC avec une charge d 'exploitation de 350 kg par m² et la terrasse et innaccessible ). le bet a suggérer des poteaux standard hea , j'ai refusé sa suggestion car ces poteaux sont sollicités dans l'axes fort et l'axes faible . j'ai demandé qu'il utilise des profiles composes en I ou H , il a refuse sous motif que le poid d'acier va augmenté et il m a suggéré des profiles en caisson . j'ai refuse cette solution car c'est presque impossible les assemblages dans ce cas ; est ce que vous pouvez me donner votre avis , cordialement , Quote Link to comment Share on other sites More sharing options...
keuj84 Posted November 9, 2011 Report Share Posted November 9, 2011 Quote Link to comment Share on other sites More sharing options...
najia Posted November 10, 2011 Author Report Share Posted November 10, 2011 Quote Link to comment Share on other sites More sharing options...
keuj84 Posted November 10, 2011 Report Share Posted November 10, 2011 Quote Link to comment Share on other sites More sharing options...
najia Posted November 11, 2011 Author Report Share Posted November 11, 2011 Quote Link to comment Share on other sites More sharing options...
keuj84 Posted November 13, 2011 Report Share Posted November 13, 2011 Quote Link to comment Share on other sites More sharing options...
plancoet Posted November 13, 2011 Report Share Posted November 13, 2011 Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted November 13, 2011 Report Share Posted November 13, 2011 Quote Link to comment Share on other sites More sharing options...
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