Three bars at pinned at points A, B, and C as shown. The common joint, D, of these members is loaded with 8 kN downward If the cross-sectional area of members AD and CD is 200VS mm2, the cross-sectional area of BD is 400 mm2 L-3m, the elastic moduli are E0 - 200 GPa, Ego -80 GPa, and EcD - 100 GPa. -L/2- L/2 //////// A '8 kN Determine the vertical component of the displacement of point D.
Three bars at pinned at points A, B, and C as shown. The common joint, D, of these members is loaded with 8 kN downward If the cross-sectional area of members AD and CD is 200VS mm2, the cross-sectional area of BD is 400 mm2 L-3m, the elastic moduli are E0 - 200 GPa, Ego -80 GPa, and EcD - 100 GPa. -L/2- L/2 //////// A '8 kN Determine the vertical component of the displacement of point D.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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