Trams Posted October 12, 2018 Report Share Posted October 12, 2018 Bonjour, J'ai un dalot que j'ai modelisé un mètre linéaire sur robot. Maintenant pour le calcul béton armé, je veux justifier le tablier à l'effort tranchant. Pour la modelisation vu que j'ai considéré le tablier comme une poutre, faut il considérer le critère de justification des dalles (0.07 fc28/1.5) ou celui des poutres (min (0.15 fc28/1.5; 5). si je considère celui des poutres, j'ai pas besoin d'armature d'effort tranchant, par contre avec le critère de verification des dalles au cisaillement, il me faut des armatures d'effort. Quel critère considéré? Merci pour vos contricutions. Quote Link to comment Share on other sites More sharing options...
Wheatley Posted October 12, 2018 Report Share Posted October 12, 2018 Quote Link to comment Share on other sites More sharing options...
breton2250 Posted October 13, 2018 Report Share Posted October 13, 2018 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted October 13, 2018 Report Share Posted October 13, 2018 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted October 14, 2018 Report Share Posted October 14, 2018 (edited) Edited October 14, 2018 by BELLAMINE Orthographe Quote Link to comment Share on other sites More sharing options...
breton2250 Posted October 14, 2018 Report Share Posted October 14, 2018 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted October 14, 2018 Report Share Posted October 14, 2018 Quote Link to comment Share on other sites More sharing options...
Trams Posted October 17, 2018 Author Report Share Posted October 17, 2018 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted October 17, 2018 Report Share Posted October 17, 2018 (edited) Edited October 17, 2018 by BELLAMINE orthographe Quote Link to comment Share on other sites More sharing options...
Trams Posted October 18, 2018 Author Report Share Posted October 18, 2018 Quote Link to comment Share on other sites More sharing options...
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