khalil17 26 Posted April 26, 2014 Report Share Posted April 26, 2014 Bonjour, Je dimensionne un radier général d'un bâtiment 2SS+RDC+11. Les calculs générés par Robot Structural Analysis a abouti à un radier de 60cm d'épaisseur. Je voudrais vérifier celui-ci manuellement vis-àvis du poinçonnement selon l'eurocode sous le poteau le plus chargé (364 Tonnes, HEA 450). Je vous viens en aide à la recherche de démarches, formules ou livres qui pourrais me diriger dans mes calculs (poinçonnement seulement). MERCI 1 Quote Link to post Share on other sites
ucefelmir 275 Posted April 26, 2014 Report Share Posted April 26, 2014 2 Quote Link to post Share on other sites
Guest BISUDI AIME Posted April 26, 2014 Report Share Posted April 26, 2014 Quote Link to post Share on other sites
Experts Bisudi Bazola Aimé 638 Posted April 26, 2014 Experts Report Share Posted April 26, 2014 1 Quote Link to post Share on other sites
khalil17 26 Posted April 26, 2014 Author Report Share Posted April 26, 2014 (edited) Edited April 26, 2014 by khalil17 Quote Link to post Share on other sites
Experts Bisudi Bazola Aimé 638 Posted April 28, 2014 Experts Report Share Posted April 28, 2014 2 Quote Link to post Share on other sites
Experts KARIMTCA 108 Posted April 28, 2014 Experts Report Share Posted April 28, 2014 Quote Link to post Share on other sites
khalil17 26 Posted May 4, 2014 Author Report Share Posted May 4, 2014 Quote Link to post Share on other sites
Raouaa Ben hassine 0 Posted May 20, 2014 Report Share Posted May 20, 2014 Quote Link to post Share on other sites
Billel Berkani 3 Posted April 22, 2018 Report Share Posted April 22, 2018 1 1 Quote Link to post Share on other sites
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.