Using Friction Resistance

Tips & Tricks

According to Clause 6.2.2 (6) of EN 1993‑1‑8:2010-12, you can apply frictions by means of the friction coefficient to design the shear capacity. If there is an acting compression force, the calculated friction resistance can be set in relation to the applied horizontal force. By using the according selection option, you can take into account this influence in RF‑/JOINTS Steel - Column Base.


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RFEM Connections
RF-JOINTS Steel - Column Base 5.xx

Add-on Module

Design of hinged and restrained column base footings according to Eurocode 3

Price of First License
670.00 USD