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KB 001884 | AISC Chapter F Lateral Torsional Buckling Versus Eigenvalue Calculation Methods Compared in RFEM 6
Model Used in
Chapter F. vs Eigenvalue
| Number of Nodes | 4 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 2 |
| Number of Load Combinations | 4 |
| Number of Result Combinations | 0 |
| Total Weight | 0.794 tons |
| Dimensions (Metric) | 10.668 x 0.000 x 0.000 m |
| Dimensions (Imperial) | 35 x 0 x 0 feet |
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