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Use the Virtual Work as the displacement method. Determine the reactions at 10 ft the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi and = 600 in^4. %3D

Use the Virtual Work as the displacement method. Determine the reactions at 10 ft the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi and = 600 in^4. %3D

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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10 ft 10 ft Problem # 1 B 8k ft 10 ft Use the Virtual Work as the displacement method. Determine the reactions at Deflection Curves of Actual, Primary and Structure with Redundant Cy. the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi Bkjt %3D and = 600 in^4. Note: Use Cy as the redundant reaction. Use Compatibility Equation: (+1) 0.15 = -Ac + GScc
Transcribed Image Text:10 ft 10 ft Problem # 1 B 8k ft 10 ft Use the Virtual Work as the displacement method. Determine the reactions at Deflection Curves of Actual, Primary and Structure with Redundant Cy. the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi Bkjt %3D and = 600 in^4. Note: Use Cy as the redundant reaction. Use Compatibility Equation: (+1) 0.15 = -Ac + GScc
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