Question: Derive the stiffness matrix for a beam element with a nodal linkagethat is, the shear is 0 at node i, but the usual shear and

Derive the stiffness matrix for a beam element with a nodal linkage€”that is, the shear is 0 at node i, but the usual shear and moment resistance are present at node j (see following figure).

m; m, L. f, = 0

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