This model demonstrates a bolted double-sided beam to column connection with two beams bolted via cleats to the column flange. The column is continuous and reinforced with stiffeners to increase joint rigidity, while the beams web and flanges are fixed to the column using bolts. Connecting cleats are made of unequal-leg angles.
Beam to Column Flange Connection via Cleats
| Number of Nodes | 5 |
| Number of Lines | 4 |
| Number of Members | 4 |
| 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 | 0.111 tons |
| Dimensions (Metric) | 1.020 x 1.000 x 0.000 m |
| Dimensions (Imperial) | 3.35 x 3.28 x 0 feet |
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