aminegc Posted May 18, 2011 Report Share Posted May 18, 2011 Bonjour tout le monde, j'ai un poteau metallique (HEA 820) de 2m de hauteur qui supporte une charge concentré Nels=10t et un moment M = 1600 T.m. Je suis debutant en charpente métallique, quelqu'un peut me guider pour savoir ce que je dois verifier ?avec des formules si possible. et Merci. Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted May 18, 2011 Report Share Posted May 18, 2011 Quote Link to comment Share on other sites More sharing options...
aminegc Posted May 18, 2011 Author Report Share Posted May 18, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted May 18, 2011 Report Share Posted May 18, 2011 Quote Link to comment Share on other sites More sharing options...
aminegc Posted May 19, 2011 Author Report Share Posted May 19, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted May 19, 2011 Report Share Posted May 19, 2011 Quote Link to comment Share on other sites More sharing options...
keuj84 Posted May 19, 2011 Report Share Posted May 19, 2011 Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted May 19, 2011 Report Share Posted May 19, 2011 Quote Link to comment Share on other sites More sharing options...
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