Bending Moment

M_{{EdG}_{0}} = M_{Ed} + N_{Ed} \cdot ∆ e_{0}

∆ e_{0} = Max \{\begin{cases} 20 mm \\ \frac{h}{30} : required minimum eccentricity \end{cases}

M_EdG0	Bending moment
M_Ed	Design value of bending moment
Δe₀	Required minimum eccentricity
h	Height of straight section in bending plane

;