Question 2 Each member of the truss shown is made of steel and has the cross-sectional area shown. Use Castigliano's theorem to determine the horizontal deflection of joint C. E = 200 GPa 1.5 m 1.5 m 1200 mm² 1.6 m 1800 mm² C 210 kN

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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Question 2
Each member of the truss shown is made of steel and
has the cross-sectional area shown. Use Castigliano's
theorem to determine the horizontal deflection of
joint C.
E = 200 GPa
1.5 m
1,5 m
1
A
1200 mm²
1.6 m
1800 mm²
C
210 kN
Transcribed Image Text:Question 2 Each member of the truss shown is made of steel and has the cross-sectional area shown. Use Castigliano's theorem to determine the horizontal deflection of joint C. E = 200 GPa 1.5 m 1,5 m 1 A 1200 mm² 1.6 m 1800 mm² C 210 kN
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,