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Effort Normal Reduit

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J'ai modélisé une structure R+15 dont j'ai trouvé les effort normaux dans les poteaux des voiles de contreventement élevés  alors:

puis- je calculer les dimensions des poteaux sans prendre en compte les poteaux des voiles?"en négligeant les efforts normaux dans les poteaux des voiles"

Merci pour vos réponses.




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