Virtual Work Method Instructions: Solve the following problems completely using Virtual Work Method. Problem 3 75 kN G A, H Given: A, = 1500 m² A A A, 4 m A, = 2500 m² %3D 150 kN D E = 200 GPa A, E Determine the horizontal deflection at joint H of the truss shown. A, А, А, A2 4 m A, A A, 2 m 2 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Virtual Work Method
Instructions: Solve the following problems completely using Virtual Work Method.
Problem 3
75 kN G
A,
_H
Given:
A, = 1500 m²
A2
A A
Az 14 m
A, = 2500 m²
150 kN
A,
A,
E = 200 GPa
E
Determine the horizontal deflection at joint H of the
truss shown.
А, А,
A,
A, 14 m
A,
A
2 m
2 m
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Transcribed Image Text:Virtual Work Method Instructions: Solve the following problems completely using Virtual Work Method. Problem 3 75 kN G A, _H Given: A, = 1500 m² A2 A A Az 14 m A, = 2500 m² 150 kN A, A, E = 200 GPa E Determine the horizontal deflection at joint H of the truss shown. А, А, A, A, 14 m A, A 2 m 2 m Technology Driven by (nnovation PEUALAANG RUDLPAN PEU TECH
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