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A W14 × 30 structural A-36 steel column is pin connected at its ends and has a length L = 10 ft. Determine the maximum eccentric load P that can be applied so the column does not buckle or yield. Compare this value with an axial critical load P' applied through the centroid of the column.
Probs. 13−63/64
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MECHANICS OF MATERIALS (LOOSE)-W/ACCESS
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