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Calcul des massifs sous structures legeres

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Ma question concerne le calcul des massifs des structure légères ( charpente) , j'aimerai savoir quelle méthode utilisez-vous pour le calcul des fondations,

- Méthode des massifs semi-enterrés ( méthode des réseaux d’états )

- Méthode de la capacité portante Classique

- Méthode éléments fini

-Méthode des sols élastiques


-Participation du dallage pour la reprise des efforts horizontaux 

tout participation serai la bienvenue merciii

Edited by elninhyo

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