Castigliano's Theorem can be applied to determine the rotation or slope of a truss member, such as in a warren truss. The complexity of this calculation is influenced by the type of joints and the loading conditions. In pin-jointed frames loaded solely at the nodes, the overall joint may deflect in two axes, which can lead to member rotations. This distinction is important as it separates member end rotations from those caused by nodal loading. Understanding these nuances is crucial for accurate analysis in truss design.