Nabil Hadouchi Posted July 9, 2019 Report Share Posted July 9, 2019 Bonjour, j'ai cherché sur internet et j'ai trouvé l'abaque en rosette pour calcul section rectangulaire à armatures symétrique en flexion composée déviée (voir pièce jointe), cet abaque préconise de diviser la section trouver par 4 et placer à chaque angle du poteau la section trouvée d'armature. Pourquoi dans ce cas, et contrairement à la flexion composée, on est pas obligé de placer les armatures selon h ou selon b selon la direction du moment Cordialement Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted July 9, 2019 Report Share Posted July 9, 2019 Quote Link to comment Share on other sites More sharing options...
Nabil Hadouchi Posted July 9, 2019 Author Report Share Posted July 9, 2019 Quote Link to comment Share on other sites More sharing options...
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MAKER Posted July 10, 2019 Report Share Posted July 10, 2019 Quote Link to comment Share on other sites More sharing options...
Nabil Hadouchi Posted July 10, 2019 Author Report Share Posted July 10, 2019 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted July 10, 2019 Report Share Posted July 10, 2019 Quote Link to comment Share on other sites More sharing options...
Nabil Hadouchi Posted July 10, 2019 Author Report Share Posted July 10, 2019 Quote Link to comment Share on other sites More sharing options...
Nabil Hadouchi Posted July 11, 2019 Author Report Share Posted July 11, 2019 1 Quote Link to comment Share on other sites More sharing options...
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