This model illustrates a double-sided beam to column flange connection with extended end plate and stiffeners. The beams are connected to a continuous column using bolted joints. The connection is designed to be fixed, facilitating stability in cross joints. This structural configuration optimizes load distribution along the beams.
Beam to Column Flange Connection via Extended End Plate
| 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 | 0.105 tons |
| Dimensions (Metric) | 0.880 x 1.000 x 0.000 m |
| Dimensions (Imperial) | 2.89 x 3.28 x 0 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.