fischer Rögzítőrendszerek főkatalógusa Page 213
Commercial customer offer**Top sellers from Fischer
High performance anchor FH II-I · High performance steel anchors Loads High performance anchor FH II-I 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. Material/surface²) Screw material²) Type FH II 12 / M6 I FH II 12 / M8 I FH II 15 / M10 I FH II 15 / M12 I Effective anchorage depth Minimum member thickness Installation torque Cracked concrete Non-cracked concrete 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 5.8 60 125 15 4.3 2.9 50 50 4.8 2.9 60 60 gvz 8.8 60 125 15 4.3 4.6 50 50 7.6 4.6 60 60 R A4-70 60 125 15 4.3 3.2 50 50 5.3 3.2 60 60 gvz 5.8 60 125 15 4.3 5.1 50 50 9.0 5.1 60 60 gvz 8.8 60 125 15 4.3 8.0 50 50 9.5 8.0 60 60 R A4-70 60 125 15 4.3 6.0 50 50 9.5 6.0 60 60 gvz 5.8 70 150 25 5.7 8.6 60 60 13.7 8.6 70 70 gvz 8.8 70 150 25 5.7 13.1 60 60 13.7 13.1 70 70 R A4-70 70 150 25 5.7 9.2 60 60 13.7 9.2 70 70 gvz 5.8 70 150 25 5.7 12.0 60 60 13.7 12.0 70 70 gvz 8.8 70 150 25 5.7 13.7 60 60 13.7 13.7 70 70 R A4-70 70 150 25 5.7 13.7 60 60 13.7 13.7 70 70 4 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 γ L = 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. 213
684 Pages | Valid until 12/2025 | Previous page | Next page
Choose your language
Legal issues
The manufacturer is exclusively responsible for the content, price and article details of the products and offers presented in the catalogues. Subject to technical and optical changes by the manufacturer and errors excepted.
Request form for special products
The ToolTeam® Procurement Service
Are you looking for products that are shown in the catalogue but cannot be purchased directly online?Our procurement service will be pleased to make you a non-binding and individual offer.