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For the beam shown below, use the conjugate beam method to compute the vertical deflection and the rotation to the left and the right of the hinge at C. Given: E = 220 GPa, IAC = 2000 × 106 mm*, and ICF = 150 × 106 mm A 10 kN B C D E 010 100 kN-m -10 m -5 m-5 m-5m-5 m---- F

For the beam shown below, use the conjugate beam method to compute the vertical deflection and the rotation to the left and the right of the hinge at C. Given: E = 220 GPa, IAC = 2000 × 106 mm*, and ICF = 150 × 106 mm A 10 kN B C D E 010 100 kN-m -10 m -5 m-5 m-5m-5 m---- F

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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Problem 6 For the beam shown below, use the conjugate beam method to compute the vertical deflection and the rotation to the left and the right of the hinge at C. Given: E = 220 GPa, IAC = 2000 × 106 mm², and ICF = 150 × 106 mmª A 10 KN B C DE +-5 m-5 m-5 m-5 m 100 kN-m -10 m F
Transcribed Image Text:Problem 6 For the beam shown below, use the conjugate beam method to compute the vertical deflection and the rotation to the left and the right of the hinge at C. Given: E = 220 GPa, IAC = 2000 × 106 mm², and ICF = 150 × 106 mmª A 10 KN B C DE +-5 m-5 m-5 m-5 m 100 kN-m -10 m F
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