This model illustrates a connection of a column to a continuous beam, using cleats made of unequal-leg angles bolted to the column flanges and the beam bottom flange. To increase joint rigidity, web stiffeners are designed for both the column and beam. The connection employs a bolted assembly with a fixed column configuration to ensure stable load transfer. The design is suitable for intricate structural analyses requiring high precision in component interaction.
Column to Beam 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 | 0.096 tons |
| Dimensions (Metric) | 0.920 x 0.460 x 0.000 m |
| Dimensions (Imperial) | 3.02 x 1.51 x 0 feet |
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