| 80 kips B 120 kips 20' E -15' 15' 1S'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
In the figure, compute the vertical and horizontal components of displacement of joint E produced by the loads. The area of bars AB, BD, and CD = 5 in^2 , the area of all other bars = 3 in^2. E = 30,000 kips/in^2 . USE CASTIGLIANO'S THEOREM.
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