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MMLU-Pro / 11713 / Compute the diameter for a steel column fixed at both ends and subjected to a…

Problem

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question

Compute the diameter for a steel column fixed at both ends and subjected to a repeated axial load of 15,000 lb. The length of the column is 29 in. Design stress for the column = 8,500 psi, Elastic limit for the column = 47,000 psi, Modulus of elasticity = 30 × 10^6 psi.

category

engineering

options

  1. 1.9375 in
  2. 0.40625 in
  3. 3.14 in
  4. 0.3125 in
  5. 71.38 in
  6. 0.785 in
  7. 2.875 in
  8. 1 (5 / 8) in
  9. 2.25 in
  10. 1.54 in

src

stemez-MachineDesign

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