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42x

001420

2024-01-16

Shear Design Without Reinforcement According to 6.8.7 (4)

Shear Design Without Reinforcement According to 6.8.7 (4)

V_{Ed, \min} / V_{Ed, \max} \geq 0

\frac{|V_{E d, m a x}|}{|V_{R d, c}|} \leq 0.5 + 0.45 \frac{|V_{E d, m i n}|}{|V_{R d, c}|} \{\begin{cases} \leq 0.9 until C 50 / 60 \\ \leq 0.8 as of C 55 / 67 \end{cases}

V_{Ed, \min} / V_{Ed, \max} < 0

|\frac{V_{Ed, \max}}{V_{Rd, c}}| \leq 0.5 - |\frac{V_{Ed, \min}}{V_{Rd, c}}|

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