This model illustrates the conditions for determining lateral-torsional buckling of cantilever beams. It explains the influence of the effective length factor, the buckling length factor, and the boundary condition on the degree of freedom, as well as the ideal lateral-torsional buckling moment. It also explains how warping and the critical moment contribute to the load-bearing capacity analysis. The practical illustration supports the understanding of complex loading conditions.
Model Used in
Lateral-Torsional Buckling Analysis of Cantilever
| Number of Nodes | 2 |
| Number of Members | 1 |
| Number of Load Cases | 1 |
| Total Weight | 0,106 t |
| Dimensions (Metric) | 2.695 x 0.389 x 0.389 m |
| Dimensions (Imperial) | 8.84 x 1.28 x 1.28 feet |
| Program Version | 8.26.01 |
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