Title: +038=229.001-#####T_04- Kjemisk anker Hilti HIT-HY 200 - Produktdatablad.pdf
Recommended loads can be calculated by dividing the design resistance by an overall partial safety factor for action γ = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.522112,81207,67400,5009 / 2012Hilti HIT-HY 200 with HIT-VDesign resistance: concrete C 20/25 – fck,cube = 25 N/mm² - minimum embedment depth M24 Anchor sizeM8M10M12M16M20M27M30Embedment depth hef = hef,min[mm]606070809096108120Base material thickness h = hmin[mm]9090100116138152168190Tensile NRd: single anchor, no edge effects Non-cracked concrete HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR Cracked concrete HIT-V 5.8 / 8.8 HIT-V-R / -HCR Shear VRd: single anchor, no edge effects, without lever arm Non-cracked concrete HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR Cracked concrete HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR[kN] [kN] [kN] [kN]12,0 13,0 13,0 13,013,0 13,0 13,0 13,016,4 16,4 16,4 16,4