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Consider a set of forces (applied forces and reactions) Pk(k ≈ 1, 2,..., m), acting on an elastic body (Fig. 10.1), for example, a beam, truss, or frame. Let the displacement in the direction of Pk of the point at which the force Pk is applied be designated δk. It is clear that δk is attributable to the action of the entire force set, and not to Pk alone. Suppose that all the forces are applied statically, and let the final values of load and displacement be designated Pk and δk. Based on the linear relationship of load and deflection, the work W done by the external force system in deforming the body is given by .