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< HW #1 Section 1.2 Problem 1.15 〈: 4015 〉 The beam supports the triangular distributed load shown below with wax605 lb/ft. The reactions at A and B are vertical. 6 ft 6 ft 6 ft 4.5 ft 4.5 ft Part A Determine the resultant internal loadings on the cross section at point C. Express your answers, separated by commas, to three significant figures kip, kip, kip ft Submit Provide Feedback Next >

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moment aboul B Ay- 1361。25-3b -やNe 12 1361 R VC2420 8 3

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