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 6-in.-diameter concrete test cylinder is loaded with a compressive force of 113.1 kips, as shown. Determine the stress in the cylinder.
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