Stability Design in Steel Construction With RFEM and RSTAB

[@branka8986]

Thanks! This was very helpful. I just don't understand why, for the case of warping torsion analysis, is written in the table that it must be done according to the second-order theory, when we can choose linear or second-order (30:58)? Can we?

[@DlubalEN]

Hi, Branka!
Usually you should use second order theory. Sometimes it makes sense to control the warping effects with first-order theory

[@andrewsx2598]

Good job. Tnx

[@RFC1309]

Thanks!

[@yousefzam2328]

how did you get an eccentricity of 100 ?

[@DlubalEN]

Hi, @yousefzam2328! Can you please tell us the associated timestamps from the webinar?

[@yousefzam2328]

Thank you for your reply. It is timestamped at 19:43.

[@DlubalEN]

Hi, @yousefzam2328! The arrangement of the bracing is not in the center of the beam, but is shifted upwards by 100 mm.