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PROBLEM #1 B. 1 in. 5k Use Castigliano's Theorem and determine the horizontal deflection at C. The cross- sectional area of each figure is indicated in the figure. Assume the members are pin-connected at their end points. E = 29(10^3) ksi. Express your answer in inches. 1 in.? 4 ft 2 in.2 2 in.2 3 ft

PROBLEM #1 B. 1 in. 5k Use Castigliano's Theorem and determine the horizontal deflection at C. The cross- sectional area of each figure is indicated in the figure. Assume the members are pin-connected at their end points. E = 29(10^3) ksi. Express your answer in inches. 1 in.? 4 ft 2 in.2 2 in.2 3 ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2 k PROBLEM #1 IN 1 in.? B, 5 k Use Castigliano's Theorem and determine the horizontal deflection at C. The cross- 1 in.? sectional area of each figure is indicated in the figure. Assume the members are pin-connected at their end points. E = 29(10^3) ksi. 4 ft 2 in.2 2 in.2 Express your answer in inches. 3 ft
Transcribed Image Text:2 k PROBLEM #1 IN 1 in.? B, 5 k Use Castigliano's Theorem and determine the horizontal deflection at C. The cross- 1 in.? sectional area of each figure is indicated in the figure. Assume the members are pin-connected at their end points. E = 29(10^3) ksi. 4 ft 2 in.2 2 in.2 Express your answer in inches. 3 ft
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