Redundant forces are chosen from restraints that make the structure statically indeterminate, such as excess support reactions or internal constraints. Analysts remove the corresponding restraints to form a statically determinate primary structure, then treat the released forces as unknowns. This selection establishes a solvable model while preserving the deformation conditions that the original supports must satisfy.
Flexibility coefficients quantify how a selected force produces deformation at a relevant location or in a relevant direction. Combined with applied-load effects and material stiffness, they form the relationships used to calculate redundant forces. Their values connect force unknowns to displacement compatibility, allowing the analysis to represent how structural members share load.
Equilibrium describes force balance, but it cannot determine all unknowns in a statically indeterminate structure. Compatibility adds the requirement that calculated deformations agree with the original support and connection conditions. Applying both principles determines the redundants and helps predict physically consistent displacements, internal forces, and reactions rather than relying on force balance alone.
An equilibrium-only analysis can solve structures whose unknown forces match the available balance equations, but it cannot fully resolve redundant reactions in an indeterminate system. The Force Method supplements equilibrium with deformation compatibility, flexibility coefficients, and material stiffness. This makes it useful when load distribution depends not only on balance, but also on structural deformation.
First, identify the redundant forces and release their corresponding restraints to create a statically determinate primary structure. Next, use equilibrium to find force effects from the applied loads and the redundants, then relate those effects to deformation through flexibility coefficients and stiffness. Finally, enforce compatibility with the original structure to solve the redundant forces and complete the response.
The method applies to beams, frames, and trusses subjected to applied loads. It can determine internal forces and support reactions while also supporting predictions of displacements and stresses. In physics and engineering analysis, these results help reveal how loads are distributed through a structure and provide information relevant to evaluating structural safety.