Stiffness matrices in local coordinates for a truss member AB shown in the given figure. Using stiffness matrix analysis

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Stiffness Matrices In Local Coordinates For A Truss Member Ab Shown In The Given Figure Using Stiffness Matrix Analysis 1 (136.05 KiB) Viewed 23 times

Stiffness matrices in local coordinates for a truss member AB shown in the given figure. Using stiffness matrix analysis of truss members. a. Compute the displacement at B due to a force of 200 kN applied at B which will cause a displacement of 20 mm at A. b. Compute the angle of rotation at B due to a moment of 100 kN.m applied at B to cause an angle of rotation of 5 radians at A. c. Compute the deflection at B due to a moment of 80 kN.m. applied at B to cause a deflection at 12 mm at A. A B 1 2