A WT20530 structural steel section (see Appendix B for its cross-sectional properties) is used for a 6.5-m column. Assume that pinned connections are at each end of the column. Determine
(a) the slenderness ratio.
(b) the Euler buckling load; use E = 200 GPa for the steel.
(c) the axial stress in the column when the Euler load is applied.
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