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Problem 1 The frame was supposed to be built with the geometry shown in the figure. E = 29000 ksi, 4 = 4.16 in.2,
Problem 1 The frame was supposed to be built with the geometry shown in the figure. E = 29000 ksi, 4 = 4.16 in.2, 1= 88.6 in., and a = 6.5x10-6F. BC was fabricated 3/8 in. too short. The frame experiences the temperature changes shown. It is subjected to a 2 kip load at Node C. What is the horizontal distance from Node A to Node C after the temperature changes and application of the 2 kip load? Ignore deformations due to axial stress and shear. 24' 3 +50F +30F +50F +30F 14' 2K If 12"
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