Figure shows the members of a truss structure, subjected to a vertical load of 100 kN as shown. Calculate the displacements of node A using Matrix Method. The cross sectional area of each member is 0.001 m2 and modulus of elasticity of the material (E) is 2.0 x 108 kN/m2. Lengths AB = 3.0 m, AC = 3.464 m; AD = 4.243 m; AE = 6.0 m. Angles BAC = 30°; BAD = 45°; BAE = 60°. %3D C A B X 100 kN TH

Figure shows the members of a truss structure, subjected to a vertical load of 100 kN as shown. Calculate the displacements of node A using Matrix Method. The cross sectional area of each member is 0.001 m2 and modulus of elasticity of the material (E) is 2.0 x 108 kN/m2. Lengths AB = 3.0 m, AC = 3.464 m; AD = 4.243 m; AE = 6.0 m. Angles BAC = 30°; BAD = 45°; BAE = 60°. %3D C A B X 100 kN TH

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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