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The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical. w

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Ve = -0 -0.89 kip (3) Me = (VAX 12) – ( 340412 12 2x 3 Me= (1147.5X12) (340x6x4) lb ft Me = 5.61 kip-ft

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