sidoo Posted March 28, 2011 Report Share Posted March 28, 2011 salam alikom, je suis entraîne de faire une étude génie civil sur un bloc au sud d'algerie en poteaux poutres de dimension: largeur 12m et longueur 22m en R+1, le CTC ma demandé d'introduire une justification vis à vis de la température dans la note de calcul, disant qu'il y'a possibilité de créer un joint de dilatation coté 22m,chose que je n'es jamais calculée, par contre; à mon avis je pense que ce n'est pas nécessaire de rajouter un joint!!! je vous demande s'il y'a quelqu'un peut m'aider, barak allaho fikom, merci d'avance Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted March 30, 2011 Report Share Posted March 30, 2011 Quote Link to comment Share on other sites More sharing options...
tassadort Posted March 30, 2011 Report Share Posted March 30, 2011 Quote Link to comment Share on other sites More sharing options...
sidoo Posted April 1, 2011 Author Report Share Posted April 1, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted April 2, 2011 Report Share Posted April 2, 2011 1 Quote Link to comment Share on other sites More sharing options...
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GODOT Posted April 2, 2011 Report Share Posted April 2, 2011 Quote Link to comment Share on other sites More sharing options...
monsef le revenant Posted April 20, 2011 Report Share Posted April 20, 2011 Quote Link to comment Share on other sites More sharing options...
scorpion Posted April 21, 2011 Report Share Posted April 21, 2011 Quote Link to comment Share on other sites More sharing options...
keraz Posted April 21, 2011 Report Share Posted April 21, 2011 2 Quote Link to comment Share on other sites More sharing options...
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