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
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
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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