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
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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
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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