alelfi Posted March 9, 2013 Report Share Posted March 9, 2013 Bonjour, J'ai vraiment besoin de votre aide. Il faudrait que je calcule le ferraillage d'un mur de sous-sol de 2m de hauteur et de 20 cm d'épaisseur. Il sera posé sur les semelles filantes existantes et va reprendre les charges d'une maison individuelles (R+1). J'ai le logociel Robot Structural Analysis (que je ne maîtise pas trop), mais je ne sais pas si je peux calculer le mur bi-encastré avec (il y aura la dalle portée dans la partie sup) et représenter le remblai et le chemin qui passe à côté... Pourriez-vous me donner quelques pistes? je n'ai jamais calculé le ferraillage d'un mur, donc je ne sais pas si je pourrai m'en sortir toute seule. Merci d'avance de vos commentaires et conseils 1 Quote Link to comment Share on other sites More sharing options...
Expert canartik Posted March 9, 2013 Expert Report Share Posted March 9, 2013 Quote Link to comment Share on other sites More sharing options...
alelfi Posted March 9, 2013 Author Report Share Posted March 9, 2013 Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted March 9, 2013 Report Share Posted March 9, 2013 1 Quote Link to comment Share on other sites More sharing options...
NEZLI Posted March 10, 2013 Report Share Posted March 10, 2013 (edited) Edited March 10, 2013 by NEZLI Quote Link to comment Share on other sites More sharing options...
NEZLI Posted March 10, 2013 Report Share Posted March 10, 2013 Quote Link to comment Share on other sites More sharing options...
FlorianB Posted March 10, 2013 Report Share Posted March 10, 2013 3 Quote Link to comment Share on other sites More sharing options...
alelfi Posted March 10, 2013 Author Report Share Posted March 10, 2013 Quote Link to comment Share on other sites More sharing options...
alelfi Posted March 10, 2013 Author Report Share Posted March 10, 2013 Quote Link to comment Share on other sites More sharing options...
NEZLI Posted March 10, 2013 Report Share Posted March 10, 2013 (edited) Edited March 10, 2013 by NEZLI Quote Link to comment Share on other sites More sharing options...
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