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    A steel column carries an axial load of 800KN and a moment of 70KNm at the top and moment at the bottom which is only 70% of the moment at the top The two moments are in opposite direction and applied about the x axis and the steel section has the following properties The beam is assumed to be laterally supported Use NSCP 2015 specification for compressive stress A= 13,000 mm2 Sx=1200x103





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