This model illustrates a one-sided beam-to-column connection using cleats and column stiffeners. The setup includes a continuous column and a bolted, fixed beam to the column flange. It demonstrates the integration of structural elements for efficient load transfer in steel constructions.
Beam to Column Flange Connection via Cleats
| Number of Nodes | 4 |
| Number of Lines | 3 |
| Number of Members | 3 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 0 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 0.088 tons |
| Dimensions (Metric) | 0,460 x 1,000 x 0,000 m |
| Dimensions (Imperial) | 1.51 x 3.28 x 0 feet |
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