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3 kN/m 20 kN B 10 m El = constant E = 200 GPa 1= 400(10) mm D -10 m- Determine the horizontal deflection at C in mm.

3 kN/m 20 kN B 10 m El = constant E = 200 GPa 1= 400(10) mm D -10 m- Determine the horizontal deflection at C in mm.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 2P
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3 kN/m 20 kN B C 10 m El = constant E = 200 GPa I= 400(106) mm D 10 m- Determine the horizontal deflection at C in mm.
Transcribed Image Text:3 kN/m 20 kN B C 10 m El = constant E = 200 GPa I= 400(106) mm D 10 m- Determine the horizontal deflection at C in mm.
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