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Hello please answer this problem as soon as possible. Topic is
'compression members'. I need correct answers with complete and
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A steel column carries an axial load of 800 KN, a moment of 70 KN-m at the top and moment 49 KN-m at the bottom. The two moments are in opposite direction and applied about the x-axis. A=13000 mm^2 Sx=1200x10^3 mm^3 L= 3.6 m Fy=248 MPa Ex=109 mm Ty=94 mm K= 1.0 E= 200000 MPa Use NSCP specification for compressive stress and Fbx=Fby= 148 MPa. Determine the following: a) Compressive stress if axial load only existed.