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A very long S127 X 15 steel I-beam, 0.127-m deep, resting on a foundation for which k =...

A very long S127 X 15 steel I-beam, 0.127-m deep, resting on a foundation for which k = 1.4 MPa is subjected to a concentrated load at midlength. The flange is 0.0762-m wide, and the cross-sectional moment of inertia is 5.04 x 10-6 m4.What is the maximum load that can be applied to the beam without causing the elastic limit to be exceeded? Assume that E = 200 GPa and = 210 MPa.

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