This model presents how flexibly connected beams can be modeled as a truss using the standardized gamma method. The development presents precise, flexibly adaptable fasteners and their effect on the load-bearing behavior. The technical presentation shows clear markings and structural details that significantly support the design process.
Model Used in
Semi-Rigid Composite Beam in Frame Model
| Number of Nodes | 77 |
| Number of Lines | 108 |
| Number of Members | 108 |
| Number of Load Cases | 1 |
| Total Weight | 0.030 t |
| Dimensions (Metric) | 4.234 x 0.234 x 0.234 m |
| Dimensions (Imperial) | 13.89 x 0.77 x 0.77 feet |
| Program Version | 5.23.02 |
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