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Author
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Nika Dvorščak
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University
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University of Zagreb, Croatia |
The stabilization and secondary load-bearing system will be designed with recessed joists and steel diagonal stabilizers. The wooden sports hall has a floor plan of 80.00 m x 38.00 m. The height of the highest point of the hall is 16.00 m. The hall model, static analysis, and design based on ultimate and serviceability limit states were carried out using the RFEM software, while wind analysis was performed using RWIND software through wind tunnel modeling due to the specific shape of the structure. The self-weight of the elements was considered in the software, while design loads were applied depending on the location and weather conditions. The calculation model, load analysis, and structural design were conducted in accordance with the Eurocode standards.