4. 1) Determine the reaction at the supports; 2) Show the shear and moment diagrams. El is a constant. (Note: The beam is statically indeterminate. Using the formulations of slopes and deflections of beams given in Appendix C of the textbook, and the method of superposition,) 4 m 8 kN 4 m 10 kN 4m B
4. 1) Determine the reaction at the supports; 2) Show the shear and moment diagrams. El is a constant. (Note: The beam is statically indeterminate. Using the formulations of slopes and deflections of beams given in Appendix C of the textbook, and the method of superposition,) 4 m 8 kN 4 m 10 kN 4m B
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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Please Please answer this question with every single step you used even the simple steps I get really stuck and find it hard to understand (also preferably on paper but it should be really clear to understand)
Thanks!
![4. 1) Determine the reaction at the supports; 2)
Show the shear and moment diagrams. El is
a constant. (Note: The beam is statically
indeterminate. Using the formulations of
slopes and deflections of beams given in
Appendix C of the textbook, and the method
of superposition,)
2) Draw the curvature of the beam and find the maximum slope and deflection
E = 200 GPa, I = 550 x 106 mm².
A
4 m
8 kN
4 m
10 kN
4m
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe2b385fd-e207-4b1c-a7ff-44f17162ff58%2Ffc59e443-cf96-44ae-a613-2e3c6cf7728c%2Fg7o4g6h_processed.png&w=3840&q=75)
Transcribed Image Text:4. 1) Determine the reaction at the supports; 2)
Show the shear and moment diagrams. El is
a constant. (Note: The beam is statically
indeterminate. Using the formulations of
slopes and deflections of beams given in
Appendix C of the textbook, and the method
of superposition,)
2) Draw the curvature of the beam and find the maximum slope and deflection
E = 200 GPa, I = 550 x 106 mm².
A
4 m
8 kN
4 m
10 kN
4m
B
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