3) Compute the vertical and horizontal deflections of B by the virtual work method. Given E=200GPa and I=10 mm. 15kN 12m₂ k 2m 2.5m B 4m 5kN- 50kN 2.5 M71 2.5m. D
3) Compute the vertical and horizontal deflections of B by the virtual work method. Given E=200GPa and I=10 mm. 15kN 12m₂ k 2m 2.5m B 4m 5kN- 50kN 2.5 M71 2.5m. D
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 30P
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