This model analyzes the effects of overturning and lateral-torsional buckling on timber truss girders, with a particular focus on the analysis of the elastically supported buckling member. It includes calculations to determine the eigenvalues and provides important design insights for timber truss elements.
Model Used in
Timber Truss Girder for Lateral-Torsional Buckling Analysis
| Number of Nodes | 18 |
| Number of Lines | 33 |
| Number of Members | 33 |
| Number of Load Cases | 1 |
| Total Weight | 3.399 t |
| Dimensions (Metric) | 18.595 x 0.595 x 4.298 m |
| Dimensions (Imperial) | 61.01 x 1.95 x 14.1 feet |
| Program Version | 5.24.01 |
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.