Thank you very much for the great integration of warping torsion into the general RFEM 6 analysis.
Unfortunately, I didn't have the opportunity to follow the live webinar, but due to your recording, which I've watched, I am very excited about the current possibilities of RFEM 6.
I was particularly impressed by the speaker! Please pass on my compliments to him for his calm demeanor and the background knowledge provided of the subject of the webinar, which was not that simple. This video is appropriate to supplement the corresponding lecture contents about warping torsion and stability analyses in steel construction, so that students can also compare the "black box system" (now it's more transparent) with manual calculations using simplified flange bending or the equivalent member method.
It has always been important to me that students recognize when they have to consider warping torsion and how they can estimate its effect. Also, the correlation between a stability analysis on the entire structure and the design's possible traceability on the equivalent member by the effective lengths of the governing eigenvalue was described excellently in the presentation!
Prof. Dr.-Ing. Henning Lungershausen
University of Applied Sciences, Trier
Schneidershof 1, Trier
Germany
