Equation 6.2: Linear Interaction of Axial Force and Moment Loading

Linear interaction of axial force and moment loading according to EN 1993 1-1

\frac{N_{Ed}}{N_{Rd}} + \frac{M_{y, Ed}}{M_{y, Rd}} + \frac{M_{z, Ed}}{M_{z, Rd}} \leq 1

N_Ed	Design value of the existing axial force
N_Rd	Design value of the allowable axial force
M_y,Ed	Design value of the existing bending moment about the local y-axis
M_{y, Rd}	Design value of the allowable bending moment about the local y-axis
M_z,Ed	Design value of the existing bending moment about the local z-axis
M_{z, Rd}	Design value of the allowable bending moment about the local z-axis

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