respect to end A. CL 3. (201) For the cantilevered beam shown here: w=500 lb/ft; P = 1050 lb; L = 18 ft 3(a) () Sketch a neat and well-labeled free body diagram for the member and determine the end reactions. 3(b) () Determine both the internal shear and internal moment as a function of x; i.e. V(x) and M(x). B W

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter4: Shear Forces And Bending Moments
Section: Chapter Questions
Problem 4.3.22P: Find expressions for shear force V and moment M at v = L/2 of beam AB in structure (a). Express V...
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3 Please help ASAP. Help with parts A-B will upload other parts. Provide Free Body Diagram, labeled with appropriate quantities to better understand. Also solve. Thank you.
respect to end A. CL
3. (201) For the cantilevered beam shown here:
w=500 lb/ft; P = 1050 lb; L = 18 ft
3(a) () Sketch a neat and well-labeled free body diagram
for the member and determine the end reactions.
B
W
3(b) () Determine both the internal shear and internal
moment as a function of x; i.e. V(x) and M(x).
3(c) (0) Apply the functions V(x) and M(x) of 3(b) to construct the shear and moment diagrams.
CLEARLY APPLY FREE BODY DIAGRAMS, EQUILIBRIUM EQUATIONS AND UNITS TO YOUR SOLUTI
Transcribed Image Text:respect to end A. CL 3. (201) For the cantilevered beam shown here: w=500 lb/ft; P = 1050 lb; L = 18 ft 3(a) () Sketch a neat and well-labeled free body diagram for the member and determine the end reactions. B W 3(b) () Determine both the internal shear and internal moment as a function of x; i.e. V(x) and M(x). 3(c) (0) Apply the functions V(x) and M(x) of 3(b) to construct the shear and moment diagrams. CLEARLY APPLY FREE BODY DIAGRAMS, EQUILIBRIUM EQUATIONS AND UNITS TO YOUR SOLUTI
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