Title: +038=229.001-#####T_04- Kjemisk anker Hilti HIT-HY 200 - Produktdatablad.pdf
HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR[kN] [kN] [kN] [kN]M8 7,2 12,0 8,3 12,0M10 12,0 18,4 12,8 18,4M12 16,8 27,2 19,2 27,2M16 31,2 50,4 35,3 50,4M20 48,8 78,4 55,1 78,4M24 70,4 112,8 79,5 70,9M27 92,0 147,2 48,3 92,0M30 112,0 179,2 58,8 110,3Design concrete pryout resistance VRd,cp = lower valuea) of k ⋅⋅⋅⋅ NRd,p and k ⋅⋅⋅⋅ NRd,ck = 2a) NRd,p: Design combined pull-out and concrete cone resistance, NRd,c: Design concrete cone resistanceDesign concrete edge resistance VRd,c Anchor size Non-cracked concrete V0 Cracked concrete V0M8[kN]Rd,c5,9Rd,c4,2[kN]M108,66,1= V0Rd,c ⋅⋅⋅⋅ fB ⋅⋅⋅⋅ fß ⋅⋅⋅⋅ f h ⋅⋅⋅⋅ f4 ⋅⋅⋅⋅ f hef ⋅⋅⋅⋅ fc M24M12M16M2011,618,727,036,68,213,219,225,9M2744,531,5M3053,037,552009 / 2012Hilti HIT-HY 200 with HIT-VInfluencing factorsInfluence of concrete strength Concrete strength designation (ENV 206)C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60fB = a)(fck,cube/25N/mm²)1/2 a)11,11,22