HW 19 SOLUTIONS - University of Utah

8 kip 3 kip,ft 5 ft *6—20. Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam 10 kip 2 kip/ft g Kip 8 kip 40 kip.ft as functions of x. Support Reactions: As shown on FBD. Shear and Moment Function: For o s x 6 n: V- {300—2t) kip For rt: 0 kip ft V /0-x V-8.OOkip —M M kip-ft ................
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