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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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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