The beam is supporting a distributed load of w = 720 lb/ft 30 6ft Part A Determine the magnitudes of the resultant internal loadings acting on section b-b through the centroid C on the beam. Express your answers, separated by commas, to three significant figures. vo A£¢ T vec Vib =, Nob = Mb = 0.0198,0.312, 2.88 kip, kip, kip-ft Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining

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