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The EN 1993-1-8 Art 6.2.7.1 (3) specifies that: If the axial force NEd in the connected beam exceeds 5% of the design plastic resistance, Npl,Rd , the following conservative method may be used and M+N unity check is added in the Results dialog:
with:
| My,Ed | the design bending moment in connection |
| Mj,y,Rd | the design moment resistance of the joint, assuming no axial force |
| NEd | the design normal force in the connection |
| Nj,Rd | the axial design resistance of the joint, assuming no applied moment |