**5. Conclusions**

The space truss roof structure, the columns, and the spherical steel supports of the factory building were put through several numerical analyses, and their behaviour was evaluated using the commercial software Abaqus (Dassault Systèmes, Vélizy-Villacoublay, France). These static stress analyses were performed using the finite element method and considering geometric nonlinearities. Based on the results of these simulations, the following conclusions about the real failure of the structure were drawn:


**Author Contributions:** Conceptualization, E.T. and A.D.; methodology, E.T. and A.D.; software, M.T.; validation, E.T., A.D., and M.T.; formal analysis, M.T., E.T., and A.D.; investigation, M.T.; resources, A.D.; data curation, M.T.; writing—original draft preparation, M.T., E.T., and A.D.; writing—review and editing, M.T., E.T., and A.D.; visualization, M.T.; supervision, E.T. and A.D.; project administration, A.D.; All authors have read and agreed to the published version of the manuscript.

**Funding:** This research received no external funding.

**Acknowledgments:** The authors would like to thank ˙Inci Pir for her support in visualizing the results.

**Conflicts of Interest:** The authors declare no conflict of interest.
