1) Determine the position a of the roller support B in terms of L so that the deflection at end C is the same as the maximum deflection of region AB of the overhang beam. EI is constant. Use the Moment Area method. A a Mo B 2) A propped cantilever beam of length 2L is loaded by a uniformly distributed load with intensity q. The beam is supported at B by a linearly elastic spring with stiffness k. Use the method of superposition to solve for all reactions. Let k = 6EI/L³. 90 -x A B L L

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 9.3.22P: -22 Derive the equations of the deflection curve for a simple beam AB with a distributed load of...
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1) Determine the position a of the roller support B in terms of L so that the deflection at
end C is the same as the maximum deflection of region AB of the overhang beam. EI
is constant. Use the Moment Area method.
A
a
Mo
B
2) A propped cantilever beam of length 2L is loaded by a uniformly distributed load with
intensity q. The beam is supported at B by a linearly elastic spring with stiffness k. Use
the method of superposition to solve for all reactions. Let k = 6EI/L³.
90
-x
A
B
L
L
Transcribed Image Text:1) Determine the position a of the roller support B in terms of L so that the deflection at end C is the same as the maximum deflection of region AB of the overhang beam. EI is constant. Use the Moment Area method. A a Mo B 2) A propped cantilever beam of length 2L is loaded by a uniformly distributed load with intensity q. The beam is supported at B by a linearly elastic spring with stiffness k. Use the method of superposition to solve for all reactions. Let k = 6EI/L³. 90 -x A B L L
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