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?


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.


Design Interaction Axial force Moment


Contact us

Did you find your question?
If not, contact us via our free e-mail, chat, or forum support, or send us your question via the online form.

+49 9673 9203 0

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