P8.11. Determine the horizontal and vertical deflection of joint C of the truss in Figure P8.11. In addition to the load at joint C, the temperature of member BD is subject to a temperature increase of 60°F. For all bars, E = 29,000 kips/ in.², A = 4 in.², and a = 6.5 × 10-6 (in./in.)/°F.
P8.11. Determine the horizontal and vertical deflection of joint C of the truss in Figure P8.11. In addition to the load at joint C, the temperature of member BD is subject to a temperature increase of 60°F. For all bars, E = 29,000 kips/ in.², A = 4 in.², and a = 6.5 × 10-6 (in./in.)/°F.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![P8.11. Determine the horizontal and vertical deflection of
joint C of the truss in Figure P8.11. In addition to the load
at joint C, the temperature of member BD is subject to a
temperature increase of 60°F. For all bars, E = 29,000 kips/
in.², A = 4 in.², and a = 6.5 × 10-6 (in./in.)/°F.
20'
A
15'-
C
B
O
80 kips
+
P8.11
15'-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd26af165-a48a-4025-869b-89b03c48d51c%2F5c0de262-b7bc-4275-80e3-66cb25551999%2Fe6l0jh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:P8.11. Determine the horizontal and vertical deflection of
joint C of the truss in Figure P8.11. In addition to the load
at joint C, the temperature of member BD is subject to a
temperature increase of 60°F. For all bars, E = 29,000 kips/
in.², A = 4 in.², and a = 6.5 × 10-6 (in./in.)/°F.
20'
A
15'-
C
B
O
80 kips
+
P8.11
15'-
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