. Assume that axial eformation of Member EF is aused mainly by its reaction external forces on the given russ. Compute this eformation. The cross- ectional area of all the members of the truss is 500 m^2. Use E 200 GPa. A 100 KN 4.00 B C E 2.00 3.00 50 KN G 50 KN F 50 KN 4.00 H 7.00

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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2. Assume that axial
deformation of Member EF is
caused mainly by its reaction
to external forces on the given
truss. Compute this
deformation. The cross-
sectional area of all the
members of the truss is 500
mm^2. Use E = 200 GPa.
A
100 KN
4.00
B
E
2.00
D
3.00
50 KN
F
50 KN 50 KN
4.00
H
7.00
Transcribed Image Text:2. Assume that axial deformation of Member EF is caused mainly by its reaction to external forces on the given truss. Compute this deformation. The cross- sectional area of all the members of the truss is 500 mm^2. Use E = 200 GPa. A 100 KN 4.00 B E 2.00 D 3.00 50 KN F 50 KN 50 KN 4.00 H 7.00
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