MCS Problem 9: Restrained Beam Solve for the end moments and reactions at the fixed supports. Restrained Beam of Probllem 9 20KN/m 6m 9m 2KN/m B 10m 4m Frame of Problem 10 MCS Problem 10: Frame Deflection Solve for the horizontal deflection of joint D by the Castigliano's method. EI = 100000KNm² and AE = 200KN MCS Problem 11: Truss Deflection For A = 0.00001m², E = 200x106 KN/m², determine the following: a. Horizontal deflection of joint C, Ach b. Vertical deflection of joint B, 4Bv c. Horizontal deflection of joint B, 4Bh Truss of Problem 11 B 50KN B 3m 2m 3.0m 3m 4.0m D 30KN Truss of Problem 12 MCS Problem 12: Indeterminate Truss Assuming AE is constant, solve for all bar forces and reactions of the internally indeterminate truss shown above.
MCS Problem 9: Restrained Beam Solve for the end moments and reactions at the fixed supports. Restrained Beam of Probllem 9 20KN/m 6m 9m 2KN/m B 10m 4m Frame of Problem 10 MCS Problem 10: Frame Deflection Solve for the horizontal deflection of joint D by the Castigliano's method. EI = 100000KNm² and AE = 200KN MCS Problem 11: Truss Deflection For A = 0.00001m², E = 200x106 KN/m², determine the following: a. Horizontal deflection of joint C, Ach b. Vertical deflection of joint B, 4Bv c. Horizontal deflection of joint B, 4Bh Truss of Problem 11 B 50KN B 3m 2m 3.0m 3m 4.0m D 30KN Truss of Problem 12 MCS Problem 12: Indeterminate Truss Assuming AE is constant, solve for all bar forces and reactions of the internally indeterminate truss shown above.
Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
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PROBLEM 9 SHOW COMPLETE SOLUTION
Transcribed Image Text:MCS Problem 9: Restrained Beam
Solve for the end moments and reactions at the fixed supports.
Restrained Beam of Probllem 9
20KN/m
6m
9m
2KN/m
B
10m
4m
Frame of Problem 10
MCS Problem 10: Frame Deflection
Solve for the horizontal deflection of joint D by the Castigliano's
method. EI = 100000KNm² and AE = 200KN
MCS Problem 11: Truss Deflection
For A =
0.00001m², E = 200x106 KN/m², determine the following:
a. Horizontal deflection of joint C, Ach
b. Vertical deflection of joint B, 4Bv
c. Horizontal deflection of joint B, 4Bh
Truss of
Problem 11 B
50KN
B
3m
2m
3.0m
3m
4.0m
D
30KN
Truss of Problem 12
MCS Problem 12: Indeterminate Truss
Assuming AE is constant, solve for all bar forces and reactions of
the internally indeterminate truss shown above.
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