Find the force in members AB, AC, BC, Bd, CD and CD for truss shown in Fig 4-3.17. Assume that the loads P are zero and that each load Q = 4000 lb
Find the force in members AB, AC, BC, Bd, CD and CD for truss shown in Fig 4-3.17. Assume that the loads P are zero and that each load Q = 4000 lb
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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Question
Find the force in members AB, AC, BC, Bd, CD and CD for truss shown in Fig 4-3.17. Assume that the loads P are zero and that each load Q = 4000 lb
![Figure P-4-3.16
D.
60° 60
B.
H.
75°
60°
60°
75°
60°
60°
60°
60°
60°
IC
30
450
30°
45°
0/-
Figure P-4-3.17
-10'
10'-
10'-
E)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F341807b9-90a5-4a92-b9fb-2fed63cc27c4%2Ff1df1b18-d151-42bb-ac05-532ac483283d%2Ftfca2g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Figure P-4-3.16
D.
60° 60
B.
H.
75°
60°
60°
75°
60°
60°
60°
60°
60°
IC
30
450
30°
45°
0/-
Figure P-4-3.17
-10'
10'-
10'-
E)
![4-3.17. Find the force in members AB, AC, BC, BD, CD, and CE for
the truss shown in Fig., P-4-3.17. Assume that the loads P are zero and
that each load () = 4000 lb.
%3D
BD=5660 1lb C; CE = 6940 lb T
4-3.18. Repeat Prob. 4-3.17 if the loads Q are zero and each load
P32000 lb.
4-3.19. Repeat Prob. 4-3.17 if each load P = 1500 1lb and each load
P32500 lb.
%3D
%3D
BD =4440 lb C; CE = 5065 lb T
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F341807b9-90a5-4a92-b9fb-2fed63cc27c4%2Ff1df1b18-d151-42bb-ac05-532ac483283d%2Fovt23p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4-3.17. Find the force in members AB, AC, BC, BD, CD, and CE for
the truss shown in Fig., P-4-3.17. Assume that the loads P are zero and
that each load () = 4000 lb.
%3D
BD=5660 1lb C; CE = 6940 lb T
4-3.18. Repeat Prob. 4-3.17 if the loads Q are zero and each load
P32000 lb.
4-3.19. Repeat Prob. 4-3.17 if each load P = 1500 1lb and each load
P32500 lb.
%3D
%3D
BD =4440 lb C; CE = 5065 lb T
%3D
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