Nakhili charaf eddine Posted February 24, 2021 Report Share Posted February 24, 2021 Bonsoir en tant qu'ingénieur débutant sur chantier et sur ce forum, je me fais face a une situation rarement exposé sur internet, sur un projet de construction de mur de clôture en pente ou on rencontre des élévation importantes 7 8 9 métrés d'ou la partie sup de parpaing est de 2.55m le reste en moellons, la difficulté que sur chaque metre en met un chainage horizontale de 6T10 ce qui fais plus de 7 chaînages et qui ne travaillent pas comme poutre mais plutot comme liaison du mur on veut diminuer ce nombre mais le calcul en tans qu'une poutre et presque impossible les eurocodes n'abordant pas ce sujet svp quelques instructions et merci Quote Link to comment Share on other sites More sharing options...
Wheatley Posted February 25, 2021 Report Share Posted February 25, 2021 Quote Link to comment Share on other sites More sharing options...
Nakhili charaf eddine Posted February 27, 2021 Author Report Share Posted February 27, 2021 Quote Link to comment Share on other sites More sharing options...
franckfm Posted February 27, 2021 Report Share Posted February 27, 2021 Quote Link to comment Share on other sites More sharing options...
Wheatley Posted March 1, 2021 Report Share Posted March 1, 2021 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted March 1, 2021 Report Share Posted March 1, 2021 Quote Link to comment Share on other sites More sharing options...
Nakhili charaf eddine Posted March 4, 2021 Author Report Share Posted March 4, 2021 Quote Link to comment Share on other sites More sharing options...
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