Civil Engineer007 Posted June 3, 2014 Report Share Posted June 3, 2014 (edited) Bonjour, j'ai calculée une poutre à 3 travée de même inertie (50*100)cm² portée : 15.22 ; 15.49 et 15.23 m chargement : G=18.57 KN/m² et Q=2.7 KN/m². sachant que j'ai que (2/3) de G pour caquot minorée c.à.d G =12.38 KN/m² et ça ma donne les résultats suivant: Moments Travée 1 Appui B Travée 2 Appui C Travée 3 Forfaitaire 667 436.68 480.35 436.68 668.17 Caquot minorée 347.49 640.7 45.97 641.08 348.08 vous en pensez quoi ? j’attends vos avis & commentaires cordialement Edited June 3, 2014 by Civil Engineer007 Quote Link to comment Share on other sites More sharing options...
franckfm Posted June 4, 2014 Report Share Posted June 4, 2014 1 Quote Link to comment Share on other sites More sharing options...
Civil Engineer007 Posted June 4, 2014 Author Report Share Posted June 4, 2014 Quote Link to comment Share on other sites More sharing options...
Civil Engineer007 Posted June 4, 2014 Author Report Share Posted June 4, 2014 Quote Link to comment Share on other sites More sharing options...
franckfm Posted June 5, 2014 Report Share Posted June 5, 2014 1 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.