Wooden framing structures are commonly used in construction due to their sustainability and versatility. However, their structural performance under various loading and environmental conditions still needs to be investigated. This study focuses on numerically modelling the behaviour state of a wooden framing system that has been reinforced with local stiffening elements. In order to improve the overall structural integrity and load carrying capacity of the framing system, local stiffeners are strategically placed at critical points. To do this, finite element analysis (FEA) techniques are used to simulate the behaviour within the frame assembly. The study starts by determining the material properties and geometrical characteristics of the wooden framing and stiffening elements. Boundary conditions, loading scenarios and constraints are defined to simulate real world conditions. The FEA results are then analyzed to evaluate the effect of local stiffening elements on own oscillations, deformation distribution and overall structural performance. The research findings are expected to offer valuable insights into the optimization of wooden framing systems, resulting in improved structural reliability and load-carrying capacity.