When I model a concrete column in Staad.Pro, and perform the design, if the minimum rebar, lets say 1% is good enough for all load cases, the design load reported in the screen is the first load case. I understand because that rebar is OK for all load cases.

But I think it should report the most critical load case.

In the attached screenshot, I filter the most critical case. But if I use load list for several load cases, it reports only the first load case.