*9-16. Determine the reactions at the supports A and D. The moment of inertia of each segment of the frame is listed in the figure. Take E = 29(10³) ksi. Problem 9-16 B A 3 k/ft IBC = 800 in4 IAB = 600 in ICD = 600 in 10 ft 10 ft D 2 k
*9-16. Determine the reactions at the supports A and D. The moment of inertia of each segment of the frame is listed in the figure. Take E = 29(10³) ksi. Problem 9-16 B A 3 k/ft IBC = 800 in4 IAB = 600 in ICD = 600 in 10 ft 10 ft D 2 k
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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