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comment dimensionné les sections des poteaux...?


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svp aid moi ,je fais une étude d'un bâtiment scolaire en R+1 au (zone 1) de l'Algérie après le calcul j'ai dimensionné et j'ai eu ce résultat de la Poutre principale : 30*50 (cm2)  "de porté de 7.30 m entre axe".

comment dimensionné les sections des poteaux de ce porté ?

est ce que la section 30x30 pour les poteaux suffisant ?

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