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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 x 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 x 10-6 (in./in.)/°F.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 x 10-6 (in./in.)/°F. A B D L 20' ——— 15'- - с 80 kips + P8.11 - 15'-
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 x 10-6 (in./in.)/°F. A B D L 20' ——— 15'- - с 80 kips + P8.11 - 15'-
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