mssquare48: i am using staad, but i don't know what load combination i will use, will i will input unfactored load (Dead, Live, Wind/Earthquake)? or not? and will i will set the moment of inertia for column 0.7 and 0.35 for beam?
hokie66: Good points, thankz. In school we just learned in designing structural members with given loads, but in actual practice it is not. So i just want to learn some considerations in the analysis and designing.