Solve all problems using the finite element stiffness method.
Explicitly evaluate πp of Eq. (4.7.15); then differentiate πp with respect to v1, Φ1, v2, and Φ2 and set each of these equations to zero (that is, minimize πp) to obtain the four element equations for the beam element. Then express these equations in matrix form.
Eq. (4.7.15);
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