In general, if we want to use the auto assign hinge in SAP2000 or ETABS, in the box shown in the second figure, what load combination or load case should be used for time history analysis?
Since we cant take axial load (P) variation in auto hinges, we take constant P from gravity load case. And V is the shear demand at yielding corresponding to the same load combination of P ( as mentioned in later versions of SAP2000 )