Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…

Hi all, I was wondering if anyone could provide some clarity on the use of UNL (UNB/UNT) in the case of cantilever members. What I know so far is that Ky and Kz would have some typical factor of 2 or 2.1 for cantilever members, and this impacts the…

As you clarified in "STAAD.Pro Response Spectrum [FAQ]", if seismic effect combination method is SRSS, the effect of damping is built into the spectrum values. How about CQC method? How to reflect the effect of damping upon the spectrum values that is…