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Poutre treillis

Max Ime

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Je souhaite modéliser une poutre treillis encastrée sur un noyau porteur composé de 4 poteaux métalliques :

L 20 m

l 2 m

h 0,50 m


J'ai un problème au niveau des relâchements et je n'arrive pas gérer les instabilités. Pouvez-vous m'aider svp ?



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