tomate243 Posted October 12, 2013 Report Share Posted October 12, 2013 Bonjour a tous, J'ai un dallage d'un entrepôt qui se trouve a 1.00m par rapport au sol l. Ce dénivelé est maintenu par un muret de soutènement. Pour réduire les poussées qui engendre par le sol, charges de stockage qui peut etre de l'ordre de 2-5t/m2. Est ce que je devrais solidariser le dallage en tete de ce mur? En vous remerciant Quote Link to comment Share on other sites More sharing options...
keraz Posted October 12, 2013 Report Share Posted October 12, 2013 Quote Link to comment Share on other sites More sharing options...
kharasana Posted October 12, 2013 Report Share Posted October 12, 2013 Quote Link to comment Share on other sites More sharing options...
tomate243 Posted October 12, 2013 Author Report Share Posted October 12, 2013 Quote Link to comment Share on other sites More sharing options...
kharasana Posted October 12, 2013 Report Share Posted October 12, 2013 Quote Link to comment Share on other sites More sharing options...
tomate243 Posted October 12, 2013 Author Report Share Posted October 12, 2013 Quote Link to comment Share on other sites More sharing options...
abdelhakim khodjaoui Posted October 12, 2013 Report Share Posted October 12, 2013 Quote Link to comment Share on other sites More sharing options...
kharasana Posted October 12, 2013 Report Share Posted October 12, 2013 (edited) Edited October 12, 2013 by kharasana Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted October 12, 2013 Report Share Posted October 12, 2013 1 Quote Link to comment Share on other sites More sharing options...
Haythem 1988 Posted October 12, 2013 Report Share Posted October 12, 2013 Quote Link to comment Share on other sites More sharing options...
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