A W24X94 beam on a 6 ft span underpins a column that brings 110 kips dead load and 280 kips live load to its top flange at a location 2.5 ft from the left support. The column bearing is 12 in. measured along the beam, and the bearing plates at the end supports are each 8 in. Investigate this beam of A992 steel for (a) flexure, (b) shear, and (c) satisfactory transmission of the reactions load (i.e., local web yielding and web crippling). Specify changes (if any) required to satisfy the AISC Specification.