Figure 1 shows a cantilever beam which is 6 m long and fixed at A. The beam carries a uniformly distributed load of 30 kN/m over its full length. A moment of 50 kNm is applied at 3 m from the fixed support, at B. Determine the slope and deflection at points B and C using the conjugate beam method (E = 200 GPa and I = 1500 × 10° mm*). 50 kNm 30 kN/m 3m 51 I B.

Figure 1 shows a cantilever beam which is 6 m long and fixed at A. The beam carries a uniformly distributed load of 30 kN/m over its full length. A moment of 50 kNm is applied at 3 m from the fixed support, at B. Determine the slope and deflection at points B and C using the conjugate beam method (E = 200 GPa and I = 1500 × 10° mm*). 50 kNm 30 kN/m 3m 51 I B.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.7.8P: The tapered cantilever beam AB shown in the figure has a solid circular cross section. The diameters...

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