1217x
002164
2021-01-12

KB 000599 | Using Slip Resistance

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 there is an acting compression force, the calculated sliding resistance can be set to the applied horizontal force. By using the appropriate option, you can take into account this influence in RF‑/JOINTS Steel - Column Base.


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