maroko123 Posted March 10, 2018 Report Share Posted March 10, 2018 Bonjour a tous je cherche à dimensionner un plancher dalle de reprise qui prend appui sur des poteaux principalement. Aucune poutre n’est prevue pour porter le plancher. ma question est: Mon plancher recoit des charges ponctuelles, lineaires et surfaciques. est ce quil faut verifier le poinconnement en prenant la charge max en tete de poteau?? sinon avez vous un exemple complet conforme a l’ec? pour le calcul de fleche est quil faut verifier la limite preconniser dans l´eurocde dans chaque direction de maniere independante? merci d’avance Quote Link to comment Share on other sites More sharing options...
maroko123 Posted March 10, 2018 Author Report Share Posted March 10, 2018 Quote Link to comment Share on other sites More sharing options...
FRIDJALI Posted March 11, 2018 Report Share Posted March 11, 2018 Quote Link to comment Share on other sites More sharing options...
maroko123 Posted March 11, 2018 Author Report Share Posted March 11, 2018 Quote Link to comment Share on other sites More sharing options...
maroko123 Posted March 11, 2018 Author Report Share Posted March 11, 2018 Quote Link to comment Share on other sites More sharing options...
maroko123 Posted March 11, 2018 Author Report Share Posted March 11, 2018 Quote Link to comment Share on other sites More sharing options...
maroko123 Posted March 13, 2018 Author Report Share Posted March 13, 2018 Quote Link to comment Share on other sites More sharing options...
Expert canartik Posted March 13, 2018 Expert Report Share Posted March 13, 2018 Quote Link to comment Share on other sites More sharing options...
Maxtox Posted March 14, 2018 Report Share Posted March 14, 2018 Quote Link to comment Share on other sites More sharing options...
Expert canartik Posted March 15, 2018 Expert Report Share Posted March 15, 2018 Quote Link to comment Share on other sites More sharing options...
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