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2 m 3 Fig 2. Truss for Q2 90° GOOOO 2 m 2 kN

2 m 3 Fig 2. Truss for Q2 90° GOOOO 2 m 2 kN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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For the truss shown in Fig 2, determine the nodal displacement and member forces for all elements of the truss. Assume for each member A = 0.0015 m2 and E = 200 GPa

please show all working, relevant FBD's and use ID's indicated in the diagram, if using an alpha numerical in equations please indicate where it is being applied to in the truss. 

2 m 3 Fig 2. Truss for Q2 90° GOOOO 2 m 2 kN
Transcribed Image Text:2 m 3 Fig 2. Truss for Q2 90° GOOOO 2 m 2 kN
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