The model demonstrates a double-sided beam-to-column connection using an unstiffened bolted end plate designed to resist moments. This type of connection is commonly used in steel structures where moment resistance is required without additional stiffening elements. The design considers forces typically encountered in industrial and commercial buildings. Such connections are analyzed for their efficiency and stability under various load conditions.
Unstiffened Bolted End Plate Connection
| Number of Nodes | 4 |
| Number of Lines | 3 |
| Number of Members | 3 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 1 |
| Number of Result Combinations | 0 |
| Total Weight | 0.144 tons |
| Dimensions (Metric) | 2,000 x 1,000 x 0,000 m |
| Dimensions (Imperial) | 6.56 x 3.28 x 0 feet |
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