This engineering model demonstrates a column splice using I-section profiles of different cross-sections. The structural connection employs division plates, cleats, external cover plates, and fillers, all securely bolted together. The design ensures enhanced stability in bearing column splices. Such connections are essential in constructing resilient and adaptable structures.
Column Splice with Cap Plate, Cleats, Bearing External Cover Plates, and Fillers
| Number of Nodes | 3 |
| Number of Lines | 2 |
| Number of Members | 2 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 3 |
| Number of Result Combinations | 1 |
| Total Weight | 0.195 tons |
| Dimensions (Metric) | 0.000 x 2.000 x 0.000 m |
| Dimensions (Imperial) | 0 x 6.56 x 0 feet |
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