The article presents a comparative analysis on the evaluation of two building systems for strength structures made with timber. The analysis is performed on a structural module commonly used for execution of construction, ground floor and attic, with temporary housing function.

Structural finite element analysis evaluates tensions, deformations and displacements for the characteristic structural elements, highlighting the advantages and disadvantages of using each building system.

In the last part are drawn conclusions based on results, outlooks and recommendations for further developments.