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The issue is probably something very basic but I can't really understand what it is. In this structure, some of the beams are labeled as "incorrect" by the stress ratio (as for example for beam 3), but looking at the the results and at the result notes, the stresses are quite ok, and they are comfortably below the allowable stresses, do you know what the problem might be? Please look at the attached file, I don't think the issue would be understandable looking at images only.
Still, I am really curious to see what the probem might be on this file, and why even if the stresses are ok the section isn't. Nevertheless, I found out the panels on the central portals are not connected correctly on the perimeter, that might have been be the problem.
