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  • in reply to: RC beam stiffness #4790
    Francesco Schiava
    Participant

    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…

    in reply to: Issue with saving and reopening models #4050
    Francesco Schiava
    Participant

    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

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