In RF-/JOINTS Steel – Rigid, is it possible to design the connection for the simultaneous occurance of axial force and moment when connecting a beam to a column?


In RF-/JOINTS Steel - Rigid, the design is implemented according to EN 1993-1-8 Chapter 6.2.7 Equation 6.24. If the design axial force exceeds 5% of the plastic resistance Npl, Rd, Equation 6.24 is used.


Design Interaction Axial force Moment


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