Determine the vertical deflection of joint C of the truss shown. 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= 6.5x10^-6 (in/in)/°F. 20' A 15' C B 24 kips * 15' RD

Structural Analysis
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Chapter2: Loads On Structures
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Determine the vertical deflection of joint C of the truss shown. 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=
6.5x10^-6 (in/in)/°F.
20'
A
15'
C
B
24 kips
*
15'
RD
Transcribed Image Text:Determine the vertical deflection of joint C of the truss shown. 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= 6.5x10^-6 (in/in)/°F. 20' A 15' C B 24 kips * 15' RD
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