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 MРа. (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.