B/ 300 MA RB Determine the reactions RA R and MA for this beam. (Solve by the method of superposition. The beam has constant flexural rigidity EI. Assume that the +x-axis is to the right, the +y-axis is up along the page, and the +z-axis is out of the page. Use the statics sign convention. Use the following as necessary: L, a, b, and P.) RA = Rg= MA = Also, draw the shear-force and bending-moment diagrams, labeling all critical ordinates, including maximum and minimum values. (Submit a file with a maximum size of 1 MB.)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A propped cantilever beam AB of a length L carries a concentrated load P acting at the position shown in the figure.
MA
RA
RB
Determine the reactions R,, Re, and M, for this beam. (Solve by the method of superposition. The beam has constant flexural rigidity EI. Assume that the +x-axis is to the right, the +y-axis is up along the page, and the +z-axis is out of the page. Use the statics
sign convention. Use the following as necessary: L, a, b, and P.)
L
R, =
R3 =
M. =
Also, draw the shear-force and bending-moment diagrams, labeling all critical ordinates, including maximum and minimum values. (Submit a file with a maximum size of 1 MB.)
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Transcribed Image Text:A propped cantilever beam AB of a length L carries a concentrated load P acting at the position shown in the figure. MA RA RB Determine the reactions R,, Re, and M, for this beam. (Solve by the method of superposition. The beam has constant flexural rigidity EI. Assume that the +x-axis is to the right, the +y-axis is up along the page, and the +z-axis is out of the page. Use the statics sign convention. Use the following as necessary: L, a, b, and P.) L R, = R3 = M. = Also, draw the shear-force and bending-moment diagrams, labeling all critical ordinates, including maximum and minimum values. (Submit a file with a maximum size of 1 MB.) Choose File No file chosen
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