The beam ABis attached to the wall in the rz plane by a fixed support at A. A force of F = (- 156i + 58.0j + 350k) N is applied to the end of the beam at B. The weight of the beam can be modeled with a uniform distributed load of intensity w = 65.0 N/m acting in the negative z direction along its entire length. Find the support reactions at Á. F B A y b Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 5.80 m b 5.00 m 3.80 m A = k) N M, - k) N-m

The beam ABis attached to the wall in the rz plane by a fixed support at A. A force of F = (- 156i + 58.0j + 350k) N is applied to the end of the beam at B. The weight of the beam can be modeled with a uniform distributed load of intensity w = 65.0 N/m acting in the negative z direction along its entire length. Find the support reactions at Á. F B A y b Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 5.80 m b 5.00 m 3.80 m A = k) N M, - k) N-m

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 9.5.39P: The wing of a large commercial jet is represented by a simplified prismatic cantilever beam model...

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Find expressions for shear force V and moment M at v = L/2 of beam AB in structure (a). Express V and M in terms of peak load intensity q0and beam length variable L. Repeat for structure (b) but find Fand M at m id-span of member BC.
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