Jump to content
Sign in to follow this  

Poteau Circulaire En Flexion Composée

Recommended Posts

Dans le calcul d'un poteau circulaire en flexion composée (section partiellement comprimée) de diamètre 80 cm et sous les sollicitations : M = 0.58 MN.m et N = 0.4 MN, j'ai obtenu la section d'armatures suivante : A = 13.74 cm2 et A' = 0, et je choisis 8 HA16. Comment je doit répartir ces armatures longitudinales en tenant compte de la symétrie?


Share this post

Link to post
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.

Sign in to follow this  

  • Create New...