Based on the set-up of the 3D cantilevered beam ANSYS/Workbench model, model the beam with a single 2D beam element. After boundary conditions are applied, the model will reduce to a 2 2 global mass and stiffness matrix. Use the global stiffness matrix to determine displacement at the loaded end in a static analysis. Insert the applied force in the load vector at the location pertaining to the DOF at the loaded end of the beam.

F=100 lb 60 in 1 in 4 in E = 29E6 psi v = 0.30