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3. (2) For the cantilevered beam shown here: w=500 lb/ft; P = 1050 lb; L = 18 ft 3(a) (3) 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) () 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

3. (2) For the cantilevered beam shown here: w=500 lb/ft; P = 1050 lb; L = 18 ft 3(a) (3) 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) () 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

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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3 Please help ASAP. Help with parts C. 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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