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.
Compute the total elongation of a steel bar, originally 25 in. long, if the induced tensile stress is 15,000 psi.
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