This model shows how an innovative reduction method can be used to minimize the number of load combinations in a steel frame. The combinatorial approach meaningfully reduces the load cases and defines clear result criteria. The procedure allows for an efficient analysis and optimization of structural concepts. The supplementary image shows a detailed steel frame with precisely displayed 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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