Extracted text: A steel column with effective length of 8 m (supported with fixed at both ends) is supported with compressive force P. Radii of gyrations rx = ry = 38.90 mm. A = 3200 mm^2. Use E = 200 GPa AND Fy = 250 MPa. (1) Using NSCP 2001, compute the effective slenderness ratio of the column. * (2) Which of the following most nearly gives design axial load of the column in kiloNewtons (NSCP 2015) * (3) Which of the ff. most nearly gives the elastic buckling stress in MPa of the column.