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29x

002316

2026-04-27

Punching Shear Resistance for Plates or Foundations with Punching Reinforcement

v_{Rd, cs} = 0, 75 \cdot v_{Rd, c} + 1, 5 \cdot \frac{d}{s_{r}} \cdot A_{SW} \cdot f_{ywd, ef} \cdot \frac{1}{u \cdot d} \cdot \sin α \leq k_{\max} \cdot v_{Rd, c}

;