For the following problem, unless noted otherwise, refer to Appendices F and/or G for necessary mechanical properties. Unless noted otherwise, assume gray cast iron, as appropriate.
An ASTM A36 structural steel beam 4.00 m long is placed between two rigid supports when the temperature is 16°C. Compute the stress developed in the beam if the temperature rises to 50°C. Assume that the proportional limit is 235 MPa.
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