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This model compares calculating lateral-torsional buckling (LTB) according to an eigenvalue, AISC Chapter F., and a manual input.
Model Used in
Steel Beam | Comparing LTB Analysis Methods
| Number of Nodes | 2 |
| 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 | 2 |
| 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 |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.