sabri_slama Posted October 26, 2011 Report Share Posted October 26, 2011 Bonjour, J'ai un bâtiment R+3 + comble à construire en maçonnerie en zone sismique. En zone non sismique je sais que c'est possible. Par endroit j'ai besoin de reprendre des poutres, pourrais-je les reprendre par des poteaux qui font 20x25 noyés dans le mur d'épaisseur 20 cm. Quelqu'un aurait il un document pour la construction en zone sismique en maçonnerie, suivant le PS92? Merci d'avance. Quote Link to comment Share on other sites More sharing options...
gerard demeusy Posted October 26, 2011 Report Share Posted October 26, 2011 Quote Link to comment Share on other sites More sharing options...
Guillaume5967 Posted October 26, 2011 Report Share Posted October 26, 2011 Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted October 26, 2011 Report Share Posted October 26, 2011 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted October 27, 2011 Report Share Posted October 27, 2011 1 Quote Link to comment Share on other sites More sharing options...
dozzer Posted December 16, 2011 Report Share Posted December 16, 2011 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted December 19, 2011 Report Share Posted December 19, 2011 Quote Link to comment Share on other sites More sharing options...
dozzer Posted December 20, 2011 Report Share Posted December 20, 2011 Quote Link to comment Share on other sites More sharing options...
dozzer Posted December 20, 2011 Report Share Posted December 20, 2011 Quote Link to comment Share on other sites More sharing options...
GUISSET Posted December 21, 2011 Report Share Posted December 21, 2011 Quote Link to comment Share on other sites More sharing options...
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