24. Reaction at support A 5 kN 2m 1m O A7KN OB.7.5KN O C.8 KN O 0.9 KN 25. Load on member FA O A. 9.4 kN.(C) OB.9.4 KN (T) O C. 11.2 kN (T) O D. 11.2 kN (C) 26. Load on member FE O A. 9.05 KN (C) O B. 9.50 kN (T) O C. 10.2 kN (T) OD. 11.3 kN (C) 2m 3 kN B 2m

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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For nos. 24-37, satisfy the conditions of the given problem
below: The truss is loaded as shown in figure 2. By method
of joints determine the force in each member, and
state if under tension or compression.
24. Reaction at support A
5 kN
3 kN
1m
2m
A. 7 kN
B. 7.5 kN
C. 8 KN
D. 9 KN
25. Load on member FA
A. 9.4 kN.(C)
B. 9.4 kN (T)
C. 11.2 kN (T)
D. 11.2 kN (C)
26. Load on member FE*
A. 9.05 KN (C)
B. 9.50 KN (T)
C. 10.2 kN (T)
D. 11.3 kN (C)
27. Load on member ED*
O A. 9.05 KN (C)
B. 9.50 KN (T)
C. 10.2 kN (T)
D. 11.3 kN (C)
2m
B
2 m
Transcribed Image Text:For nos. 24-37, satisfy the conditions of the given problem below: The truss is loaded as shown in figure 2. By method of joints determine the force in each member, and state if under tension or compression. 24. Reaction at support A 5 kN 3 kN 1m 2m A. 7 kN B. 7.5 kN C. 8 KN D. 9 KN 25. Load on member FA A. 9.4 kN.(C) B. 9.4 kN (T) C. 11.2 kN (T) D. 11.2 kN (C) 26. Load on member FE* A. 9.05 KN (C) B. 9.50 KN (T) C. 10.2 kN (T) D. 11.3 kN (C) 27. Load on member ED* O A. 9.05 KN (C) B. 9.50 KN (T) C. 10.2 kN (T) D. 11.3 kN (C) 2m B 2 m
28. Load on member AE*
OA. 8 KN (C)
B. 8.5 kN (T)
O C. 9 KN (T)
OD.
Zero
29. Load on member AD *
A. 8.876 KN (C)
B. 8.834 KN (T)
C. 8.925 (C)
O D. 9.5 kN (T)
30. Load on member AB*
A. 2.125 kN (C)
B.2.118 KN (T)
C. 2.035 kN (C)
O D. 2.025 kN (T)
31. Load on member BC
O A. 2.125 kN (C)
B.2.118 KN (T)
C. 2.035 KN (C)
D. 2.025 kN (T)
32. Load on member BD.
OA. O
B. 2.05 KN (T)
C. 2.05 KN (C)
D. 3.06kN (T)
33. Load on member DC
A. 2.134 KN (C)
B. 2.278 KN (T)
C. 2.283 kN (C)
D. 2.293 KN (T)
Transcribed Image Text:28. Load on member AE* OA. 8 KN (C) B. 8.5 kN (T) O C. 9 KN (T) OD. Zero 29. Load on member AD * A. 8.876 KN (C) B. 8.834 KN (T) C. 8.925 (C) O D. 9.5 kN (T) 30. Load on member AB* A. 2.125 kN (C) B.2.118 KN (T) C. 2.035 kN (C) O D. 2.025 kN (T) 31. Load on member BC O A. 2.125 kN (C) B.2.118 KN (T) C. 2.035 KN (C) D. 2.025 kN (T) 32. Load on member BD. OA. O B. 2.05 KN (T) C. 2.05 KN (C) D. 3.06kN (T) 33. Load on member DC A. 2.134 KN (C) B. 2.278 KN (T) C. 2.283 kN (C) D. 2.293 KN (T)
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