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Calcul manuel d'un caisson à section carrée


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SVP ,Je veux savoir cmt on fait le calcul manuel ainsi que le predim d'un poteau caisson en BA à section carrée soumis à différentes sollicitations ( Effort tranchant,Effort normale ,Moment de flexion...)...!? ( explication de la méthode ou un doc qui traite ça )

Je veux réaliser mon calcul sur un caisson de section 1,50*1,50 avec une hauteur de 35 m...Merci en avance...Salam

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