mhmd 1 Report post Posted February 9, 2019 Dans le calcul d'un poteau circulaire en flexion composée (section partiellement comprimée) de diamètre 80 cm et sous les sollicitations : M = 0.58 MN.m et N = 0.4 MN, j'ai obtenu la section d'armatures suivante : A = 13.74 cm2 et A' = 0, et je choisis 8 HA16. Comment je doit répartir ces armatures longitudinales en tenant compte de la symétrie? Cordialement. Quote Share this post Link to post Share on other sites
lilhaq93 81 Report post Posted February 11, 2019 Quote Share this post Link to post Share on other sites
lilhaq93 81 Report post Posted February 18, 2019 Quote Share this post Link to post Share on other sites
breton2250 217 Report post Posted June 19, 2019 Quote Share this post Link to post Share on other sites
BELLAMINE 498 Report post Posted June 19, 2019 Quote Share this post Link to post Share on other sites
BELLAMINE 498 Report post Posted June 20, 2019 Quote Share this post Link to post Share on other sites
