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effort normal reduit


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bjr tlm;  effort normal reduit

1/sous sollicitations d'ensemble dues au seisme .   une structure en beton armé  "contreventement mixte"  réalise avec un SS boite rigide 

   la verification de l'effort normal reduit au niveau des poteaux se limite T'elle  au niveau des poteaux Niv 0.00. +??

2/  pkoi  l'effort normal de compression de calcul est limité par la condition  Nd/Bc inferieur ou égal 0.3 Fc28??

                          merci de me lire

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