4 k 6 k 6 k 6 k E - 5 ft. - 5 ft 5 ft 5 ft EA constant E = 29,000 ksi A = 6 in.² a) Determine the horizontal deflection at joint E. b) Determine the vertical deflection at joint C. 10 ft
4 k 6 k 6 k 6 k E - 5 ft. - 5 ft 5 ft 5 ft EA constant E = 29,000 ksi A = 6 in.² a) Determine the horizontal deflection at joint E. b) Determine the vertical deflection at joint C. 10 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve using Virtual Work Method refer to the truss shown below.
The A and B are hinge support.
![Refer to the truss shown below.
4 k-
|—5—
5 ft.
5 ft 5
EA
constant
E = 29,000 ksi
A = 6 in.²
a) Determine the horizontal deflection at joint E.
b) Determine the vertical deflection at joint C.
AR
6 k
C
6 k
to
6 k
E
-5ft-
ft-
-5 ft-5 ft
B
10 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe7141375-d176-4b86-ab6f-dc66b3f17256%2Fd8a3fd8c-1e5c-4177-b035-5cb927a6cf2c%2F3uwte4o_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Refer to the truss shown below.
4 k-
|—5—
5 ft.
5 ft 5
EA
constant
E = 29,000 ksi
A = 6 in.²
a) Determine the horizontal deflection at joint E.
b) Determine the vertical deflection at joint C.
AR
6 k
C
6 k
to
6 k
E
-5ft-
ft-
-5 ft-5 ft
B
10 ft
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