For the following problem, assume the modulus of elasticity for steel to be 30,000,000 psi (207 000) and the proportional limit to be 34,000 psi (234 MPa). Refer to Appendices F or G for other materials.
A steel rod in diameter and 25 ft long is subjected to an axial tensile load of 15,000 lb. Compute
(a) stress
(b) strain
(c) total elongation
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