For Problem, use the moment-area method.
A W530 × 138 structural steel wide-flange section is used as a 12-m-long simply supported beam. It is subjected to a uniformly distributed load for its full length. The load induces a maximum bending stress of 152 MPa. Compute the magnitude of the superimposed load (kN/m) and determine the maximum deflection. Include the effect of the beam weight for this problem.
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