Problem 5A 1/4-in-thick beam OAB is fixedto the wall at one end and supported by a 1/2-in-diameter rod at the other end, as shown in the figure.inFThe beam and the rod are both made of 1018 CD steeldia.with E = 30 x 106 psi and Sy= 54 x 103 psi. The1500 lbf is applied as shown. Determine the12 in2 in -in thickload Fdeflection at point B.A-12 in6 inHint: The cases below can be helpful.1 Cantilever- end load2 Cantilever-intermediate loadFxFxYAB=6EI(x -- 3a)y =(31)6EIFFa6EIУвс(a - 3x)

The beam which is rigidly held at one end and free to oscillate or deflect at the other end is…

Problem 5 A 1/4-in-thick beam OAB is fixed to the wall at one end and supported by a 1/2-in- diameter rod at the other end, as shown in the figure. in F The beam and the rod are both made of 1018 CD steel dia. 12 in with E = 30 x 106 psi and S, = 54 x 103 psi. The 2 in -in thick load F = 1500 lbf is applied as shown. Determine the deflection at point B. 12 in 6 in Hint: The cases below can be helpful. 1 Cantilever-end load 2 Cantilever-intermediate load Ex YAB = 6EI (x-3a) Fx y (x- 31) Fa (a-3x) 6EI 6EI YBC =

Problem 5 A 1/4-in-thick beam OAB is fixed to the wall at one end and supported by a 1/2-in- diameter rod at the other end, as shown in the figure. in F The beam and the rod are both made of 1018 CD steel dia. 12 in with E = 30 x 106 psi and S, = 54 x 103 psi. The 2 in -in thick load F = 1500 lbf is applied as shown. Determine the deflection at point B. 12 in 6 in Hint: The cases below can be helpful. 1 Cantilever-end load 2 Cantilever-intermediate load Ex YAB = 6EI (x-3a) Fx y (x- 31) Fa (a-3x) 6EI 6EI YBC =

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter6: Stresses In Beams (advanced Topics)

Section: Chapter Questions

Problem 6.2.5P: A hollow box beam is constructed with webs of Douglas-fir plywood and flanges of pine, as shown in...

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