Bending Moment

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

∆ e_{0} = Ma x \{\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

Do you have any questions?