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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. Part A Determine the resultant internal loadings on the cross section at point C'. Express your answers, separated by commas, to three significant figures. 195| ΑΣΦ Nc=, Vc , Mc = 0,0.892,21.930 Submit Previous Answers Request Answer vec X Incorrect; Try Again; 4 attempts remaining www ? A 6 ft 6 ft kip, kip, kip-ft -6 ft W max IB E 4.5 ft 4.5 ft
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Transcribed Image Text:The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical. Part A Determine the resultant internal loadings on the cross section at point C'. Express your answers, separated by commas, to three significant figures. 195| ΑΣΦ Nc=, Vc , Mc = 0,0.892,21.930 Submit Previous Answers Request Answer vec X Incorrect; Try Again; 4 attempts remaining www ? A 6 ft 6 ft kip, kip, kip-ft -6 ft W max IB E 4.5 ft 4.5 ft
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