A propped cantilever beam AB of a length L carries a concentrated load P acting at the position shown in the figure. В/ MA RA b RB Ⓡ Determine the reactions R, R, 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 stati sign convention. Use the following as necessary: L, a, b, and P.) Rg = 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 In

A propped cantilever beam AB of a length L carries a concentrated load P acting at the position shown in the figure. В/ MA RA b RB Ⓡ Determine the reactions R, R, 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 stati sign convention. Use the following as necessary: L, a, b, and P.) Rg = 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 In

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

A propped cantilever beam AB of a length L carries a concentrated load P acting at the position shown in the figure.
B/
ΜΑ
RA
RB
L
Determine the reactions RA, RB, 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 =
RB =
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.)
Choose File No file chosen
●●●

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Here is the follow up,
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