khalil17 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 comment Share on other sites More sharing options...
ucefelmir Posted April 26, 2014 Report Share Posted April 26, 2014 2 Quote Link to comment Share on other sites More sharing options...
Guest BISUDI AIME Posted April 26, 2014 Report Share Posted April 26, 2014 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted April 26, 2014 Report Share Posted April 26, 2014 1 Quote Link to comment Share on other sites More sharing options...
khalil17 Posted April 26, 2014 Author Report Share Posted April 26, 2014 (edited) Edited April 26, 2014 by khalil17 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted April 28, 2014 Report Share Posted April 28, 2014 2 Quote Link to comment Share on other sites More sharing options...
KARIMTCA Posted April 28, 2014 Report Share Posted April 28, 2014 Quote Link to comment Share on other sites More sharing options...
khalil17 Posted May 4, 2014 Author Report Share Posted May 4, 2014 Quote Link to comment Share on other sites More sharing options...
Raouaa Ben hassine Posted May 20, 2014 Report Share Posted May 20, 2014 Quote Link to comment Share on other sites More sharing options...
Billel Berkani Posted April 22, 2018 Report Share Posted April 22, 2018 1 1 Quote Link to comment Share on other sites More sharing options...
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