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According to Clause 6.2.2 (6) of EN 1993‑1‑8:2010‑12, you can apply friction using the friction coefficient to design the shear capacity. If an acting compressive force is present, the calculated sliding resistance may be compared to the acting horizontal force. Using the appropriate option, you can take this influence into account in RF‑/JOINTS Steel - Column Base.
Model Used in
Frame with Foundation Considering Horizontal Friction
| Number of Nodes | 3 |
| Number of Lines | 2 |
| Number of Members | 2 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 1.248 tons |
| Dimensions (Metric) | 6.000 x 4.000 x 0.000 m |
| Dimensions (Imperial) | 19.69 x 13.12 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.