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i am confused that moment diagram of which mode we should choose to design column if we want to design column manually and the buckling loads which you were giving, what was there units and if the units are in kips then are they not too much?
i am confused that moment diagram of which mode we should choose to design column if we want to design column manually and the buckling loads which you were giving, what was there units and if the units are in kips then are they not too much?