Problem

Solve all problems using the finite element stiffness method. Derive the stiffness matr...

Solve all problems using the finite element stiffness method.

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 Figure P4–43).

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Solutions For Problems in Chapter 4

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