9.6-5 Calculate the deflections &g and &e at points B and C, respectively, of the cantilever beam ACB shown in the figure. Assume M, = 36 kip-in., P = 3.8 kips, L = 8 ft, and EI = 2.25 x 10° lb-in?. Mo |A

9.6-5 Calculate the deflections &g and &e at points B and C, respectively, of the cantilever beam ACB shown in the figure. Assume M, = 36 kip-in., P = 3.8 kips, L = 8 ft, and EI = 2.25 x 10° lb-in?. Mo |A

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 9.6.5P: -5 Calen1ate the deflections S 3a nd

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Concept explainers

Types of loading

In mechanical terminology, the term load indicates that external force/weight, either constant or variable, acts on a mechanical member/structure. The weight of an object of a specific material is also an external load, and the external force that works on a structure comes under the categories of loading. The external load generates its effects as stress and strain in the structure.

Question

Using the Unit Load Method

9.6-5 Calculate the deflections &, and &e at points B
and C, respectively, of the cantilever beam ACB shown
in the figure. Assume M, = 36 kip-in., P = 3.8 kips,
L = 8 ft, and EI = 2.25 x 10° Ib-in?.
Mo
A
2

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