For Problem, use the Euler–Johnson formulas, Eqs. (18-9) and (18-10), and a modulus of elasticity of 30,000,000 psi.
Compute the required diameter of a steel rod of AISI 1050 cold-drawn steel with a yield stress of 85,000 psi and a length of 8 ft. The rod is subjected to an axial compressive load of 18,000 lb. Assume pinned ends. Use a factor of safety of 3.0.
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