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2026-03-25

Punching Shear Resistance for Slabs Without Punching Shear Reinforcement According to Eq. 2.10

Equation 6.47 EN1992-1-1, Equation 2.10 EOTA TR060

vRd,c=CRd,c⋅k⋅100⋅ρl⋅fck3+k1⋅σcp≥(vmin+k1⋅σcp)
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