Figure 4–5a shows a cantilever beam with an end load. Normally we model this problem by considering the left support as rigid. After testing the rigidity of the wall it was found that the translational stiffness of the wall was kt force per unit vertical deflection, and the rotational stiffness was kr moment per unit angular (radian) deflection (see Fig. 4–5b). Determine the deflection equation for the beam
Figure 4–5a shows a cantilever beam with an end load. Normally we model this problem by considering the left support as rigid. After testing the rigidity of the wall it was found that the translational stiffness of the wall was kt force per unit vertical deflection, and the rotational stiffness was kr moment per unit angular (radian) deflection (see Fig. 4–5b). Determine the deflection equation for the beam
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter8: Engineering Materials
Section: Chapter Questions
Problem 85CQ
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Figure 4–5a shows a cantilever beam with an end load. Normally we model this
problem by considering the left support as rigid. After testing the rigidity of the
wall it was found that the translational stiffness of the wall was kt force per unit
vertical deflection, and the rotational stiffness was kr moment per unit angular
(radian) deflection (see Fig. 4–5b). Determine the deflection equation for the beam
under the load F.
Transcribed Image Text:| Figure 4-5
Cuid
(a)
(b)
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