3 KN/m 20 kN B 10 m El = constant E= 200 GPa I = 400(106) 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 I = 400(106) mm+ D 10 m- Determine the horizontal deflection at C in mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3. Determine the horizontal deflection at C in mm.
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Transcribed Image Text:3 kN/m
20 kN
B
10 m
EI = constant
E= 200 GPa
= 400(106) mm
D
10 m
Determine the horizontal deflection at C in mm.
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