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méthode de caquot pour les planchers


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pour le calcul des planchers en corps creux, si la méthode forfaitaire n'est pas applicable et on passe à la méthode de Caquot, est ce qu' on doit réduire les moments sur appuis de 1/ 3 des valeurs trouvées et augmenter les moments en travée de 1/3 des valeurs trouvées ?


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