Steel Design - (no) Buckling Analysis with offsets on beams

[marko.glavinic89]

I try to run a buckling analysis for beams with assigned offset, but i can't get the results. Seems like it wasn't calculated at all, while the lateral torsional buckling analysis is done correctly. What is the problem?

[Artur.Kosakowski · Accepted solution]

Do you mean steel design? Tension with bending rather than compression?

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[marko.glavinic89]

Indeed, i had so small compression force so it just got anullated by setting the offset on the beams. Now, i ran the calculations over again for the other beam and everything seems correct.

Thank you!