In the stiffness method of structural analysis, the number of unknowns to be determined is equal to the kinematic indeterminacy. This is because the method primarily focuses on determining displacements (degrees of freedom) as unknowns, which are associated with the kinematic indeterminacy of the structure.
- Static indeterminacy refers to the number of reactions or forces that cannot be determined using only the equilibrium equations.
- Kinematic indeterminacy refers to the number of independent displacements (such as rotations and translations) that cannot be determined directly from the geometry of the structure.
Thus, the stiffness method is concerned with resolving the kinematic indeterminacy of the system.