Goldeneagle Posted May 25, 2013 Report Share Posted May 25, 2013 (edited) salut a tous, j'ai calculer un mur de soutènement en pierre de 6.5 m de hauteur;avec un angle phi=20 ° et cohésion c=5 kpas,un contrainte de 2 bar, j'ai obtenue les résultat suivant l'épaisseur de mur en tète et de 110 cm, la base de mur est de 210 cm,une semelle de hauteur de 40 cm et 520 cm de largeur,en béton armé,svp dite moi comment je peu économiser, donné moi un astuce pour avoir des dimension moins de celles que j'ai obtenue.merci d'avance., si quelqu'un a un logicielle de dimensionnement et le calcul des mur pierre,svp,passe le moi,merci. Edited May 25, 2013 by Goldeneagle Quote Link to comment Share on other sites More sharing options...
CAOActus Posted May 25, 2013 Report Share Posted May 25, 2013 Quote Link to comment Share on other sites More sharing options...
Goldeneagle Posted May 25, 2013 Author Report Share Posted May 25, 2013 (edited) Edited May 25, 2013 by Goldeneagle Quote Link to comment Share on other sites More sharing options...
demamoh25 Posted May 25, 2013 Report Share Posted May 25, 2013 Quote Link to comment Share on other sites More sharing options...
Goldeneagle Posted May 25, 2013 Author Report Share Posted May 25, 2013 Quote Link to comment Share on other sites More sharing options...
Goldeneagle Posted May 26, 2013 Author Report Share Posted May 26, 2013 (edited) Edited May 27, 2013 by Goldeneagle Quote Link to comment Share on other sites More sharing options...
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