This model demonstrates a beam-to-column connection using cleats, focusing on the beam web with bolted and pinned configurations. The design is structured to illustrate detailed implementation of typical steel joint components commonly used in construction engineering. Pinned joints are key in allowing rotational freedom, which is reflected precisely in this model.
Beam to Column Flange Connection via Cleats
| Number of Nodes | 3 |
| Number of Lines | 2 |
| Number of Members | 2 |
| 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 | 0.043 tons |
| Dimensions (Metric) | 0.460 x 0.350 x 0.000 m |
| Dimensions (Imperial) | 1.51 x 1.15 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.