Determine the horizontal displacement of joint C using Castigliano's theorem. Each steel member has a cross-sectional area of 500 mm 2 E= 200 GPa 8 KN C 2 m D 18 KN 1.5 m B
Determine the horizontal displacement of joint C using Castigliano's theorem. Each steel member has a cross-sectional area of 500 mm 2 E= 200 GPa 8 KN C 2 m D 18 KN 1.5 m B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Determine the horizontal displacement
of joint C using Castigliano's theorem.
Each steel member has a cross-sectional
area of 500 mm 2
E= 200 GPa
8 KN C
2 m
D
18 KN
1.5 m
B
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