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38x

000747

2024-10-08

Effective Cross-Sectional Area of Edge Stiffener

Reduced effective cross-sectional area of the edge stiffness according to EN 1993‑1‑3, Eq. 5.17, taking into account the flexural buckling

A_{s, red} = χ_{d} \cdot A_{s} \cdot \frac{f_{yb} / γ_{M 0}}{σ_{com, Ed}} = 0.62 \cdot 122.58 \cdot 1.0 = 76.01 {mm}^{2}

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