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. 15. ΑΣΦ 41 | vec Nc=, Vc , Mc = 0,0.892,21.930 Submit Previous Answers Request Answer 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

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. 15. ΑΣΦ 41 | vec Nc=, Vc , Mc = 0,0.892,21.930 Submit Previous Answers Request Answer 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