In the structural beam segment AD shown in the figure, a triangularly distributed load which varies from 0 to 6 kN/m applies and the support reaction at A is 5.5 kN. The shear force and bending moment at the point D are, 0-6 kN/m 3 m O a. (-)3.5 kN, 11.5 kNm O b. (-)12.5 kN, 7.5 kNm O c. (-)2.5 kN, 11.5 kNm O d. (-)3.5 kN, 7.5 kNm

In the structural beam segment AD shown in the figure, a triangularly distributed load which varies from 0 to 6 kN/m applies and the support reaction at A is 5.5 kN. The shear force and bending moment at the point D are, 0-6 kN/m 3 m O a. (-)3.5 kN, 11.5 kNm O b. (-)12.5 kN, 7.5 kNm O c. (-)2.5 kN, 11.5 kNm O d. (-)3.5 kN, 7.5 kNm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.23P: A cant i levé r b ea m i s supported by a tie rod at B as shown. Both the tie rod and the beam are...

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