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195x

000966

2024-10-23

Bending Moment

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 the bending moment
Δe₀	Required minimum eccentricity
h	Height of the straight section in the bending plane

;