Jump to content

Action de la temperature


Recommended Posts



Le problème se pose sur le calcul de la contrainte normale développée a l'intérieur d'une poutre. 

Ce poutre est nome HEB 300, bridé entre deux voiles en béton armé soumise a une élévation de température de 27 C°. 


Link to comment
Share on other sites

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.

Reply to this topic...

×   Pasted as rich text.   Paste as plain text instead

  Only 75 emoji are allowed.

×   Your link has been automatically embedded.   Display as a link instead

×   Your previous content has been restored.   Clear editor

×   You cannot paste images directly. Upload or insert images from URL.

  • Create New...