jmchrl Posted February 9, 2017 Report Share Posted February 9, 2017 (edited) Bonjour à tous. Je cherche à calculer le moment critique de déversement d'une section type UAP, afin de vérifier l'instabilité selon l'eurocode 3. L'annexe F ne traite que des sections doublement symétriques, ou symétriques par rapport à l'axe de faible inertie. Existe t-il une méthode pour calculer ce moment pour un profil en U? D'avance merci pour vos réponses. Cordialement, Edited February 10, 2017 by Cherel Quote Link to comment Share on other sites More sharing options...
Teacher lahlou dahmani Posted February 11, 2017 Teacher Report Share Posted February 11, 2017 (edited) Edited February 11, 2017 by lahlou dahmani 1 Quote Link to comment Share on other sites More sharing options...
jmchrl Posted February 12, 2017 Author Report Share Posted February 12, 2017 Quote Link to comment Share on other sites More sharing options...
Teacher lahlou dahmani Posted February 12, 2017 Teacher Report Share Posted February 12, 2017 (edited) Edited February 12, 2017 by lahlou dahmani 1 Quote Link to comment Share on other sites More sharing options...
jmchrl Posted February 12, 2017 Author Report Share Posted February 12, 2017 Quote Link to comment Share on other sites More sharing options...
Teacher lahlou dahmani Posted February 12, 2017 Teacher Report Share Posted February 12, 2017 (edited) Edited February 12, 2017 by lahlou dahmani 1 Quote Link to comment Share on other sites More sharing options...
jmchrl Posted February 12, 2017 Author Report Share Posted February 12, 2017 Quote Link to comment Share on other sites More sharing options...
salim_bm Posted February 13, 2017 Report Share Posted February 13, 2017 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted February 27, 2017 Report Share Posted February 27, 2017 1 Quote Link to comment Share on other sites More sharing options...
jmchrl Posted February 28, 2017 Author Report Share Posted February 28, 2017 Quote Link to comment Share on other sites More sharing options...
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