For A = 0.00001m², and E = 200x106 KN/m², (1) Determine the vertical deflection of joint B, ABy. Use Castigliano's Method. (2) Solve for the horizontal deflection of joint C, Ach using the virtual work method. 50KN Determinate Truss 30° 60° 2m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For A = 0.00001m², and E = 200x106 KN/m²,
(1) Determine the vertical deflection of joint B, ABy.
Use Castigliano's Method.
(2) Solve for the horizontal deflection of joint C, Ach.
using the virtual work method.
50KN
B
Determinate Truss
A
30°
60°
2m
Transcribed Image Text:For A = 0.00001m², and E = 200x106 KN/m², (1) Determine the vertical deflection of joint B, ABy. Use Castigliano's Method. (2) Solve for the horizontal deflection of joint C, Ach. using the virtual work method. 50KN B Determinate Truss A 30° 60° 2m
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