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. 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

. 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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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