In this model, the eigenvalue analysis of a truss girder is performed to determine the mode shapes from a critical load factor, a process known as shifting. This analysis allows for an understanding of the stability behavior of the beam under different load configurations and for identifying potential instabilities.
Model Used in
Eigenvalue Analysis of Truss Girder
| Number of Nodes | 18 |
| Number of Lines | 33 |
| Number of Members | 33 |
| Number of Load Cases | 1 |
| Total Weight | 2.479 t |
| Dimensions (Metric) | 24.960 x 0.960 x 3.960 m |
| Dimensions (Imperial) | 81.89 x 3.15 x 12.99 feet |
| Program Version | 5.23.02 |
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