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39x

000058

2024-01-16

Formula 3

\begin{array}{l} λ_{ef} = l_{ef} \cdot \frac{h}{b ²} = 2, 460 cm \cdot \frac{240 cm}{(12 cm) ²} = 4, 100 > 225 \\ \frac{τ_{tor, d}}{k_{shape} \cdot f_{v, d}} {(\frac{τ_{z, d}}{f_{v, d}})}^{2} = \frac{0.11 kN / cm ²}{1.3 \cdot 0.16 kN / cm ²} {(\frac{0.12 kN / cm ²}{0.16 kN / cm ²})}^{2} = 1.1 \end{array}

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