Guest Posted February 26, 2008 Report Share Posted February 26, 2008 posté par ELHO je voulais savoir pourquoi dans les livres sur les fondations en prend le module d elasticite du beton E= 20 000 MPa et d ou ca vient surtout par exemple pour le dimensionnement de la semelle filante (poutre de rigidite) Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
Guest Posted February 26, 2008 Report Share Posted February 26, 2008 Quote Link to comment Share on other sites More sharing options...
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