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Calcul De La Section D'Acier D'Un Poteaux Sur Etabs

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bonjour alykoum, 


J'ai un soucis au niveau de mon calcul de féraillage d'un poteaux de 40 x 40 pour un R+4.

Je trouve  ceci : m2= 259,52  ----> p2= 259,56     as =19,5 cm²(SOCOTEC)

                              m3=308,84 -----> p3= -81,20     as =33 cm²(SOCOTEC)

                              p= -1744,26 -----> m2= -16,5 m3=-76,38     as =31,5 cm²(SOCOTEC)


La section de feraillage me parait enorme pour un poteau de 40 sur un R+4.

Savez d'ou peut venir le probleme??  

Merci d'avance .

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