Deflection at the overhanging end. 10 KN/ m 20 kN-m A 2EI EI 2 m 4 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Compute the deformation of the beam using conjugate method

E= 200 GPa

I= 1000 x 106 mm4

Deflection at the overhanging end.
10 kN/ m
20 kN-m
A
EI
2EI
4 m
2 m
Transcribed Image Text:Deflection at the overhanging end. 10 kN/ m 20 kN-m A EI 2EI 4 m 2 m
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