Determine the horizontal and vertical deflection of joint C of the truss in Figure P10.11....

Determine the horizontal and vertical deflection of joint C of the truss in Figure P10.11. Inaddition to the load at joint C, the temperature of member BD is subject to at emperature increase of 60ºF. For all bars, E =29,000 kips/in2,A =4 in2, and α = 6.5 × 10−6 (in/in)/ºF.