khalil17 23 Report post 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 Share this post Link to post Share on other sites
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khalil17 23 Report post Posted April 26, 2014 (edited) Edited April 26, 2014 by khalil17 Quote Share this post Link to post Share on other sites
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