Dear support,
I have been studying the Tranining Manual (Metric Version), and I have one question about load case selection for Steel Design.
In some examples, when choosing the load case to analyse or for optimization of the profiles (see pages 32,73,165,168), load combination where never chosen. For example, if we see the results of the exercise on page 166, code group 5 has a result of 0,98. I believe, if we run again with any combination this profile wouldn't pass.
Am I missing something?
Gustavo