This model demonstrates how an innovative reduction method minimizes the number of load combinations in a steel frame. The combinatorial approach effectively reduces the load cases and defines clear result criteria. The procedure enables efficient analysis and optimization of structural concepts. The accompanying image shows a detailed steel frame with precisely represented elements and connections.
Model Used in
Steel Frame Load Combinations
| Number of Nodes | 5 |
| Number of Lines | 4 |
| Number of Members | 4 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 4 |
| Number of Result Combinations | 1 |
| Total Weight | 0,676 t |
| Dimensions (Metric) | 8.559 x 0.559 x 4.559 m |
| Dimensions (Imperial) | 28.08 x 1.83 x 14.96 feet |
| Program Version | 5.23.02 |
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