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000599
Bastian Ackermann, M.Sc.
2021-01-18

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.

Frame with Foundation Considering Horizontal Friction
Frame with Foundation Considering Horizontal Friction

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

Utilization of Sliding Resistance
Utilization of Sliding Resistance

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KB 000599 | Using Slip Resistance
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