Question: Problem 3 . ( 3 0 points ) Check whether a W 2 1 6 2 is adequate for the beam shown below for moment,

Problem 3.(30 points) Check whether a W2162 is adequate for the beam shown below for moment, shear, and deflection (maximum allowable deflection due to live loads is L360). The beam is subjected to a concentrated live load, PL=65kips. Assume that lateral bracing is provided on the beam at the supports and below the concentrated load, E=29000ksi and Fy=50 ksi.
Problem 3 . ( 3 0 points ) Check whether a W 2 1

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