This model demonstrates how imperfections in RFEM and RSTAB are considered as loads on members, with a focus on second-order theory aspects. The simulation illustrates initial sway, bow imperfection, initial rotation, Epsilon, slenderness, and inclination as realistic effects. The linked image (https://www.dlubal.com/de/img/15154) also visualizes the detailed arrangement of the steel column.
Model Used in
Steel Column - Imperfection Effects
| Number of Nodes | 2 |
| Number of Lines | 1 |
| Number of Members | 1 |
| Number of Load Cases | 4 |
| Number of Load Combinations | 3 |
| Total Weight | 0,211 t |
| Dimensions (Metric) | 0.313 x 0.313 x 5.156 m |
| Dimensions (Imperial) | 1.03 x 1.03 x 16.92 feet |
| Program Version | 5.23.02 |
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.