Lajoie Posted December 2, 2019 Report Share Posted December 2, 2019 bonjour, je suis entrain de calcule mon pont roulant (usine industrielle) je remarque qu'il y a des pfe qui ne prend pas en considération le vérification du l'élément au torsion (charge transversale et vertical provoque un moment du torsion u niveaux des poutres de roulement) Quand est ce que la torsion DOIT être prise en compte, et qu'elles sont les hypothèses qui permettent de la NEGLIGER ? Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted December 6, 2019 Report Share Posted December 6, 2019 Quote Link to comment Share on other sites More sharing options...
Samir Brahimi Posted December 18, 2019 Report Share Posted December 18, 2019 (edited) Edited December 18, 2019 by Samir Brahimi 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.