GC TECH Posted August 27, 2015 Report Share Posted August 27, 2015 Bonjour à tous,Je suis entrain d'étudier une petite charpente métallique. Je suis face à un petit problème : comment calculer et optimiser un massif supportant un profilé (CARC 200x200x12) qui se trouve en limite de propriété, donc sur semelle excentrée, je me retrouve avec des dimensions qui me semble trop grande pour un ouvrage aussi petit. Des solutions à me proposer?Merci d'avance pour votre aideCordialementMehdi Quote Link to comment Share on other sites More sharing options...
scorpion Posted August 27, 2015 Report Share Posted August 27, 2015 Quote Link to comment Share on other sites More sharing options...
GC TECH Posted August 30, 2015 Author Report Share Posted August 30, 2015 Quote Link to comment Share on other sites More sharing options...
MAKER Posted August 30, 2015 Report Share Posted August 30, 2015 Quote Link to comment Share on other sites More sharing options...
GC TECH Posted August 30, 2015 Author Report Share Posted August 30, 2015 Quote Link to comment Share on other sites More sharing options...
Moulay ELYAZID Posted August 31, 2015 Report Share Posted August 31, 2015 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.