sarrz Posted June 25, 2011 Report Share Posted June 25, 2011 poteaux J’ai une question pour quoi dans le calcul des poteaux d’un portique qui ne soumise pas par des forces horizontales ( séisme vent) ,on calcul ces poteaux sous flexion simple (ce n’est pas en compression centrée) Il ya une commentaires de BAEL : les poteaux formant portique de contreventement ne peuvent évidemment être rangés dans cette catégorie( une compression centrée) Quote Link to comment Share on other sites More sharing options...
scorpion Posted June 26, 2011 Report Share Posted June 26, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted June 26, 2011 Report Share Posted June 26, 2011 Quote Link to comment Share on other sites More sharing options...
janyour Posted June 26, 2011 Report Share Posted June 26, 2011 Quote Link to comment Share on other sites More sharing options...
CHOUANA Fouzi Posted June 26, 2011 Report Share Posted June 26, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted June 26, 2011 Report Share Posted June 26, 2011 Quote Link to comment Share on other sites More sharing options...
sarrz Posted June 27, 2011 Author Report Share Posted June 27, 2011 Quote Link to comment Share on other sites More sharing options...
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