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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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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