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Use the Virtual Work as the 10 ft displacement method. Determine the reactions at the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi and l= 600 in^4. Note: Use Cy as the Use redundant reaction. (+

Use the Virtual Work as the 10 ft displacement method. Determine the reactions at the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi and l= 600 in^4. Note: Use Cy as the Use redundant reaction. (+

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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10 ft 10 ft Problem # 1 8 k· ft 10 ft Use the Virtual Work as the Deflection OCurves of Actual, Primary and Structure with Redundant Cy. displacement method. Determine the reactions at the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi and l= 600 in^4. 8 kft 1oft Note: Use Cy as the Use Compatibility Equation: redundant reaction. (+ 1) 0.15 -Ac + Gfcc
Transcribed Image Text:10 ft 10 ft Problem # 1 8 k· ft 10 ft Use the Virtual Work as the Deflection OCurves of Actual, Primary and Structure with Redundant Cy. displacement method. Determine the reactions at the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi and l= 600 in^4. 8 kft 1oft Note: Use Cy as the Use Compatibility Equation: redundant reaction. (+ 1) 0.15 -Ac + Gfcc
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