penandjo Posted May 18, 2017 Report Share Posted May 18, 2017 slt a vous je suis sur un dimensionnement d'un r+2 qui est divisé en 3 bloc par des joints de dilatation. ma préoccupation est de savoir si je dois faire mes calculs en tenant compte de 3 bâtiments séparés ou bien en un seul bloc? comment gérer sa au niveau des semelles, merci de votre participation Quote Link to comment Share on other sites More sharing options...
Expert FRIDJALI Posted May 18, 2017 Expert Report Share Posted May 18, 2017 1 Quote Link to comment Share on other sites More sharing options...
penandjo Posted May 18, 2017 Author Report Share Posted May 18, 2017 Quote Link to comment Share on other sites More sharing options...
Abdoulaye FALL Posted May 18, 2017 Report Share Posted May 18, 2017 Quote Link to comment Share on other sites More sharing options...
penandjo Posted May 19, 2017 Author Report Share Posted May 19, 2017 Quote Link to comment Share on other sites More sharing options...
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