nadififi Posted June 11, 2011 Report Share Posted June 11, 2011 coucou tout le monde, si on peu m'aider sur ces points ce serai sympa: tous d'abord je voudrai savoir quel la contrainte admissible du béton armé et en 2eme lieu: est ce qu'une section d'un poteau de 0.70m pour une hauteur de 13 m est suffisante dans un portique hyperstatique dans les deux sens, sachant que la plus grande porté est de 12m. Quote Link to comment Share on other sites More sharing options...
mus-IC Posted June 11, 2011 Report Share Posted June 11, 2011 Quote Link to comment Share on other sites More sharing options...
nadififi Posted June 11, 2011 Author Report Share Posted June 11, 2011 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted June 14, 2011 Report Share Posted June 14, 2011 2 Quote Link to comment Share on other sites More sharing options...
massinioss Posted July 18, 2011 Report Share Posted July 18, 2011 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted July 18, 2011 Report Share Posted July 18, 2011 Quote Link to comment Share on other sites More sharing options...
pascalalex2008 Posted December 10, 2012 Report Share Posted December 10, 2012 Quote Link to comment Share on other sites More sharing options...
christykep Posted December 10, 2012 Report Share Posted December 10, 2012 1 Quote Link to comment Share on other sites More sharing options...
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