A column splice connection is modeled using identical L-section profiles joined by splice plates and bolts with staggered spacing. The connection transfers axial forces and bending moments through the bolted splice plate assembly. This detail is relevant for evaluating the structural behavior of bolted connections in steel columns.
Column Splice with Splice Plates
| 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 | 8 |
| Number of Result Combinations | 0 |
| Total Weight | 0.077 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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