This model presents a comparative study of a steel building, incorporating variable-section PRS elements and cold-formed sections in accordance with Eurocode 3, as opposed to a conventional rolled-section solution. Designed as part of Graduation Thesis 000457, it integrates structural calculations performed with RSTAB 8, optimizing design performance and reliability. The visual illustration clearly shows the spatial configuration of the structure, highlighting connection details and the distribution of critical sections.
Steel Hall: Comparative Study According to EN 1993
| Number of Nodes | 237 |
| Number of Members | 408 |
| Number of Load Cases | 10 |
| Number of Load Combinations | 20 |
| Number of Result Combinations | 3 |
| Total Weight | 48.596 t |
| Dimensions (Metric) | 24.500 x 64.500 x 8.450 m |
| Dimensions (Imperial) | 80.38 x 211.61 x 27.72 feet |
| Program Version | 8.24.01 |
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