I see, thank you.
So I guess that if I’d need to see the rebars stiffness’ effects on the analysis, as well as the effects of cracked concrete and partialized section, I will manually modify the Jy, Jz directly in the “section properties”, accounting the wanted contribution…
thank you very much for quick support! just tried if you suggested and it works perfectly now. No way I could have worked this out on my own, thank you again, really eficient support
Greatings