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A simply supported beam, 4" wide, 6" deep, and 16 ft. long carries a uniformly distributed load of 300 lb/ft (a) compute the shearing stress developed at horizontal layers that are 1" apart from top to bottom of a section that is 2 ft. from the left end. (b) compute the maximum shearing stress developed in the beam.

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Hi, here is the solution. Can you tell what textbook you got this problem out of?

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