AITELHADJ Farid Posted May 6, 2011 Report Share Posted May 6, 2011 salutations je dimensionne une fondation pour un pont bascule de 18 x 3 , l'axe entre les plaque d'ancrage est de 3.28m la charge sur appuis est de 30T , le sol est de 5bars . à mon avis j'ais fait deux cas : 1-poutre sur deux appuis sous la charge répartie de 18.3 T/ml (si la largeur de la poutre est de 100cm) 2-semelle fillante sous deux charge ponctuelle de 30T peut on me guider à propos de ce sujet!!! merci Quote Link to comment Share on other sites More sharing options...
keraz Posted May 6, 2011 Report Share Posted May 6, 2011 Quote Link to comment Share on other sites More sharing options...
Leila Rhouma Posted May 6, 2011 Report Share Posted May 6, 2011 Quote Link to comment Share on other sites More sharing options...
STRUCTURAL Posted May 8, 2011 Report Share Posted May 8, 2011 1 Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted May 8, 2011 Author Report Share Posted May 8, 2011 Quote Link to comment Share on other sites More sharing options...
STRUCTURAL Posted May 8, 2011 Report Share Posted May 8, 2011 Quote Link to comment Share on other sites More sharing options...
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