Unless otherwise noted in the following problem, assume that the beam cross section is oriented so the strong axis is the bending axis.
A simply supported W16 × 36 A992 steel beam carries a superimposed uniformly distributed load of 1.25 kips/ft for the full span in addition to a point load of 10 kips at midspan. The span length is 24 ft. Compare moment strength and shear strength with the applied moment and shear. Use the average web shear approach. Be sure to include the beam weight.
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