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Determine the horizontal and vertical deflection of joint C of the truss in the given figure. 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 = 4.4 in.2, and a = 6.5 × 10-6 (in./in.)/°F. A B 80 kips k 15'- +++ 15'- The magnitude of the vertical component of displacement for joint Cis & CY= in. ↓ The magnitude of the horizontal component of displacement for joint Cis & CX= in. (Click to select) 20'

Determine the horizontal and vertical deflection of joint C of the truss in the given figure. 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 = 4.4 in.2, and a = 6.5 × 10-6 (in./in.)/°F. A B 80 kips k 15'- +++ 15'- The magnitude of the vertical component of displacement for joint Cis & CY= in. ↓ The magnitude of the horizontal component of displacement for joint Cis & CX= in. (Click to select) 20'

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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Determine the horizontal and vertical deflection of joint C of the truss in the given figure. 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 = 4.4 in.2, and a = 6.5 × 10-6 (in./in.)/°F. A B 80 kips k 15'- +++ 15'- The magnitude of the vertical component of displacement for joint Cis & CY= in. ↓ The magnitude of the horizontal component of displacement for joint Cis & CX= in. (Click to select) 20'
Transcribed Image Text:Determine the horizontal and vertical deflection of joint C of the truss in the given figure. 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 = 4.4 in.2, and a = 6.5 × 10-6 (in./in.)/°F. A B 80 kips k 15'- +++ 15'- The magnitude of the vertical component of displacement for joint Cis & CY= in. ↓ The magnitude of the horizontal component of displacement for joint Cis & CX= in. (Click to select) 20'
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