simoulio Posted May 26, 2010 Report Share Posted May 26, 2010 salut tout le monde, lorsqu on définit une liaison rigide d un certain nombre de noeuds qui appartiennent a une dalle,ils doivent avoir le mm déplacement sous les charges appliquées( ds les directions bloquées) que le noeud maitre...pourtant j ai essayé de le faire mais il me donne des valeurs différentes y a il quelqu un qui a une explication ?? prkoi une liaison rigide si elle va pas donner le mm déplacement !! salutation Quote Link to comment Share on other sites More sharing options...
AITELHADJ Farid Posted May 27, 2010 Report Share Posted May 27, 2010 Quote Link to comment Share on other sites More sharing options...
simoulio Posted May 27, 2010 Author Report Share Posted May 27, 2010 Quote Link to comment Share on other sites More sharing options...
Super84 Posted May 27, 2010 Report Share Posted May 27, 2010 Quote Link to comment Share on other sites More sharing options...
KhaledSword Posted May 27, 2010 Report Share Posted May 27, 2010 Quote Link to comment Share on other sites More sharing options...
simoulio Posted May 28, 2010 Author Report Share Posted May 28, 2010 Quote Link to comment Share on other sites More sharing options...
KhaledSword Posted May 28, 2010 Report Share Posted May 28, 2010 Quote Link to comment Share on other sites More sharing options...
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