Does RF-/JOINTS Steel – Rigid allow to design a joint for the simultaneous action of an axial force and a moment for a beam-to-column connection?

Answer

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

Keywords

Design Interaction Axial force Moment

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RSTAB Connections
JOINTS Steel - Rigid 8.xx

Add-on Module

RSTAB add-on module - Design of restraint joints according to EN 1993-1-8

Price of First License
1,030.00 USD
RFEM Connections
RF-JOINTS Steel - Rigid 5.xx

Add-on Module

Design of rigid connections according to Eurocode 3

Price of First License
1,030.00 USD