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Compute: Displacements, Reactions, and Internal forces for the modeled structures shown in figures below
Compute: Displacements, Reactions, and Internal forces for the modeled structures shown in figures below. Neglect axial deformations except in the structures for which areas are given. E= 200,000 MPa. Use Finite Element Method.
30/100 element force displacement equation for all elements in local coordinates 10/100 transformations of element force displacement equations to global coordinates 10/100 assembled stiffness matrix 10/100 loads in global 10/100 fixed end load vector in global (assembled) 10/100 displacements 10/100 reactions 10/100 internal forces
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