Guest Posted February 27, 2008 Report Share Posted February 27, 2008 posté par Rafik Dans le dimensionnement de structure, il arrive parfois que les poteaux d’angle soit sollicités en flexion composée déviée (surtout si on à un mode de vibration couplé de translation et torsion). J’ai l’exemple d’un poteau carré 40x40 sollicité à (N=540kN, Mx=78,4kN, My= 35,4kN) Si quelqu’un à une méthode de faire ou une idée Quote Link to comment Share on other sites More sharing options...
Guest Posted February 27, 2008 Report Share Posted February 27, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 27, 2008 Report Share Posted February 27, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 27, 2008 Report Share Posted February 27, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 27, 2008 Report Share Posted February 27, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 27, 2008 Report Share Posted February 27, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 27, 2008 Report Share Posted February 27, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 27, 2008 Report Share Posted February 27, 2008 Quote Link to comment Share on other sites More sharing options...
g-23 Posted November 24, 2009 Report Share Posted November 24, 2009 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted November 26, 2009 Report Share Posted November 26, 2009 Quote Link to comment Share on other sites More sharing options...
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