houssamdiab75 Posted January 20, 2013 Report Share Posted January 20, 2013 Salut tous, J'ai un question concernant les surcharges a prendre en compte lors de calcul d'un pont a cadre ferme PICF, en notant q'il recoit un remblai de 2.5 m + 0.2m asphalte d'un rue principal au dessus de ce PICF. selon la fasicule 61 titre II on a le systeme A,B,Me,Mc,charges militaires et celles exceptionelles, mais en meme temps on a une paragraphe parlant de 1 t/m2 pour les surcharges sur les remblais. Dimension de PICF est : -largeur 9.4m - longeur 8m (rue a traverser) -hauteur : 5m merci d'avance Quote Link to comment Share on other sites More sharing options...
abdelkrim3x Posted January 20, 2013 Report Share Posted January 20, 2013 Quote Link to comment Share on other sites More sharing options...
KHETT@B Posted January 20, 2013 Report Share Posted January 20, 2013 Quote Link to comment Share on other sites More sharing options...
Expert breton2250 Posted January 20, 2013 Expert Report Share Posted January 20, 2013 Quote Link to comment Share on other sites More sharing options...
Recommended Posts
Join the conversation
You can post now and register later. If you have an account, sign in now to post with your account.
Note: Your post will require moderator approval before it will be visible.