batiments Posted May 3, 2020 Report Share Posted May 3, 2020 BONJOUR . est ce que vous pouvez m'expliquer comment calculer l'écart pour le comparer avec 15% ; pour les hauteurs et les masses et qu'ils sont les cas qu'on doit utiliser des joints de rupture au lieu des joints de dilatation ; dans mon cas j'ai un différence de niveau de 1.28 ; deux bâtiments des hauteurs des étages différentes ainsi qu'un bâtiment R+1 et R+2. Est ce que je dois ajouter des joints de rupture dans ces cas ou bien juste des joints de dilatation . Quote Link to comment Share on other sites More sharing options...
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