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pour les poteaux qui supporte les fermes type treillis , 

quelle sont les sollicitation qui sont appliquer sur les poteaux quand ils supporte des ferme en treillis

on considere dans notre calcule que le treillis est appuyé (rotule-simple) donc le ferme ne transmet pas de moment au poteau 

Donc le poteau sera calculer sous force normal seulement ?

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