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Tekla TEDDS
07.03.2019 14:02

Sorry for posting here but i have no permission to post in TEDDS general forum.
I am using TEDDS to check a cantilever beam using steel member design - EN 1993 (v4.3.00) tool. It seems that lateral unrestrained buckling length considered is equal to the cantilever span when for me it should be twice. Am i right?
Thanks,
Miguel

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