A 250 X 58 steel column is subjected to an axial load of 178 kn and an eccentric load of 20+ P (kn) where P is the summa
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A 250 X 58 steel column is subjected to an axial load of 178 kn and an eccentric load of 20+ P (kn) where P is the summa
A 250 X 58 steel column is subjected to an axial load of 178 kn and an eccentric load of 20+ P (kn) where P is the summation of student digit number at an eccentricity of 600mm from the strong axis. Sidesway is prevented by bracing. The member length is 7.2m long and K = 1.0. Fy = 250 mpa and Fbx = 0.6 Fy . DETERMINE IF THE GIVEN SECTION IS ADEQUATE. Properties of W 250 x 58 A = 7420mm? d=252mm bf=203mm tf=13.5mm tw=8mm rt=54.75mm Ix=87.3 x10^6 mm^4 ly=18.8 x 10^6 mm^4 Sx=693 x 10^3 mm^3 Sy=186 x 10^6 mm^3 rx=108mm ry=50.3mm