fischer fixing-systems main-catalogue Pagina 210
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High performance anchor FH II · High performance steel anchors Loads High performance anchor FH II Permissible loads of a single anchor¹) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-07/0025 has to be considered. Non-cracked concrete Effective anchorage depth Minimum member thickness Installation torque Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads hef hmin Tinst Nperm³) Vperm³) smin³) cmin³) Nperm³) Vperm³) smin³) cmin³) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] gvz 40 80 10 3.6 4.1 40 40 5.9 5.9 40 40 R 40 80 15 3.6 4.1 40 40 5.9 5.9 40 40 gvz 60 120 22.5 5.7 15.2 50 50 10.9 18.9 60 60 R 60 120 25 5.7 15.2 50 50 9.5 17.7 60 60 gvz 70 140 40 7.6 19.2 60 60 13.7 27.4 70 70 R 70 140 40 7.6 19.2 60 60 13.7 27.4 70 70 gvz 80 160 80 11.7 23.5 70 70 16.8 33.5 80 80 R 80 160 100 11.7 23.5 70 70 16.8 33.5 80 80 gvz 100 200 160 16.4 32.8 80 80 23.4 46.9 100 100 R 100 200 160 16.4 32.8 80 80 23.4 46.9 100 100 FH II 28 S gvz 125 250 180 22.9 45.8 100 100 32.8 65.9 120 120 FH II 32 S gvz 150 300 200 30.1 60.2 120 120 43.0 86.1 160 180 FH II 10 SK gvz 40 80 10 3.6 4.1 40 40 5.9 5.9 40 40 FH II 12 SK gvz 60 120 22.5 5.7 15.2 50 50 10.9 18.9 60 60 R 60 120 25 5.7 15.2 50 50 10.9 18.9 60 60 gvz 70 140 40 7.6 19.2 60 60 13.7 27.4 70 70 R 70 140 40 7.6 19.2 60 60 13.7 27.4 70 70 gvz 80 160 80 11.7 23.5 70 70 16.8 33.5 80 80 R 80 160 100 11.7 23.5 70 70 16.8 33.5 80 80 FH II 10 H gvz 40 80 10 3.6 4.1 40 40 5.9 5.9 40 40 FH II 12 H gvz 60 120 22.5 5.7 15.2 50 50 10.9 15.5 60 60 FH II 15 H gvz 70 140 40 7.6 19.2 60 60 13.7 24.5 70 70 FH II 18 H gvz 80 160 80 11.7 23.5 70 70 16.8 33.5 80 80 FH II 10 B gvz 40 80 10 3.6 4.1 40 40 5.9 5.9 40 40 FH II 12 B gvz 60 120 17.5 5.7 15.2 50 50 10.9 15.5 60 60 FH II 15 B gvz 70 140 38 7.6 19.2 60 60 13.7 24.5 70 70 FH II 18 B gvz 80 160 80 11.7 23.5 70 70 16.8 33.5 80 80 FH II 24 B gvz 100 200 120 16.4 32.8 80 80 23.4 46.9 100 100 FH II 28 B gvz 125 250 180 22.9 45.8 100 100 32.7 65.5 120 120 FH II 32 B gvz 150 300 200 30.1 60.2 120 120 43.0 86.1 160 180 Material/ surface²) Type FH II 10 S 4 Cracked concrete FH II 12 S FH II 15 S FH II 18 S FH II 24 S FH II 15 SK FH II 18 SK ¹) Design according to EN 1992-4:2018 (for static resp. quasi-static loads). The partial safety factors for material resistance as regulated in the ETA as well as a partial safety factor for load actions of γL = 1.4 are considered. As a single anchor counts e.g. an anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1.5 x hef. Accurate data see ETA. ²) Further steel grades, versions and technical data see ETA, e.g. for dry internal conditions, galvanised steel (gvz); for damp interiors and for outdoor use, stainless steel (R). ³) In the case of combinations of tension and shear loads, bending moments with reduced or minimum spacing and edge distances (anchor groups), the design must be carried out in accordance with the provisions of the complete ETA and the provisions of the EN 1992-4:2018. We recommend using our anchor design software C-FIX. 210
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