The force method treats certain support reactions or internal forces as redundant unknowns, and solves for them using compatibility conditions on displacement, and it is exactly displacement-due-to-unit-force values, i.e., flexibility coefficients, that build those compatibility equations.
So flexibility coefficients belong to the force method.
A third way to see this clearly is to work through a concrete example. Consider a propped cantilever beam where the prop reaction \(R\) is chosen as the single redundant force.
Removing the prop leaves a simple cantilever, which deflects downward by some amount \(\delta_{L}\) at the prop location under the applied load alone. If a unit force is then applied at the same location (in place of the removed prop), the cantilever deflects by an amount \(f_{11}\) — this \(f_{11}\) is precisely a flexibility coefficient. The compatibility condition (that the actual deflection at the prop must be zero, since the prop is rigid) is written as \(\delta_{L} + R\,f_{11} = 0\), which is solved directly for the redundant reaction \(R\).
The worked compatibility equation confirms flexibility coefficients are the tool of the force method.
Therefore, the correct answer is Force method.