Hi!
Working with Eurocodes, I introduced torsor moment on several beams, and now they fail due to EC-6.2.7(5), so eq. (6.1) in Eurocodes. The point is, how can I know which is the critical load? In the screen below, just appear My and Mz, but I supose the critical should be torsor (Mx). Maybe interpreting KLR information can I guess something?
Thank you very much for all help! :)
Javier.
