For Problem, unless otherwise noted, yield stress of the steel is 50 ksi (345 MPa) (ASTM A992).
A W250 × 115 structural steel column is to carry an axial load of 1300 kN. The ends are pinned. Determine whether or not the column is adequate if:
(a) the length is 6 m.
(b) the length is 9 m.
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