(a) Compute the horizontal deflection at D and the vertical deflection at F by the virtual work method. (b) If members GF, BI and CF are 3mm longer, 2mm longer and 1mm  shorter, compute the horizontal deflection at G? Given E=200GPa and A=103mm2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(a) Compute the horizontal deflection at D and the vertical deflection at F by the virtual work method. (b) If members GF, BI and CF are 3mm longer, 2mm longer and 1mm  shorter, compute the horizontal deflection at G? Given E=200GPa and A=103mm2 .

A
4m 4 m
H
B
G
24 KN
8 m
C
F
30 kN
4m4m|
E
10101
D
6 m
Transcribed Image Text:A 4m 4 m H B G 24 KN 8 m C F 30 kN 4m4m| E 10101 D 6 m
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