Hi
I'm running the dynamic analysis... However, I just found that some additional "mass" in the model were modeled as the "Load"..
It's ok for static analsyis. But for dynamic analsyis, can we simply convert or define these "loads" as mass input?
thanks in advance!
Just found one option for load case input, "classify as dead load case".... Does it work?
please ignore this as it says" apply to concrete"