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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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