fischer fixing-systems main-catalogue Strana 220
Nabídka komerčních zákazníků **Nejlépe prodávané z Fischer
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ZYKON undercut anchor FZA · High performance steel anchors Loads ZYKON internally-threaded anchor FZA-I Permissible loads of a single anchor¹) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-98/0004 has to be considered. Material/ surface²) Screw material Type FZA 12 x 40 M6 I 4 Cracked concrete Non-cracked concrete Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads 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 hef hmin Tinst Nperm³) Vperm³) smin³) cmin³) Nperm³) Vperm³) smin³) cmin³) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] gvz 8.8 40 100 8.5 2.4 4.1 40 35 4.8 4.1 40 35 R A4-70 40 100 8.5 2.4 3.2 40 35 4.8 3.2 40 35 FZA 12 x 50 M6 I R A4-70 50 110 8.5 4.3 3.2 50 45 5.4 3.2 50 45 FZA 14 x 60 M8 I gvz 8.8 60 130 15 5.7 5.4 60 55 9.3 5.4 60 55 R A4-70 60 130 15 5.7 4.3 60 55 7.1 4.3 60 55 FZA 18 x 80 M10 I gvz 8.8 80 160 30 9.6 5.6 80 70 9.6 5.6 80 70 R A4-70 80 160 30 9.0 5.4 80 70 9.0 5.4 80 70 FZA 22 x 100 M12 I gvz 8.8 100 200 60 16.4 13.2 100 100 22.5 13.2 100 100 R A4-70 100 200 60 16.4 12.7 100 100 21.1 12.7 100 100 FZA 22 x 125 M12 I gvz 8.8 125 250 60 19.0 13.2 125 125 22.5 13.2 125 125 R A4-70 125 250 60 19.0 12.7 125 125 21.1 12.7 125 125 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. Loads ZYKON undercut anchor FZA-D Permissible loads of a single anchor¹) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-98/0004 has to be considered. Material/ surface²) Type Cracked concrete 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) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 40 100 20 2.4 5.4 40 35 4.8 7.7 40 35 cmin³) FZA 12 x 50 M8 D gvz R 40 100 20 2.4 5.4 40 35 4.8 7.7 40 35 FZA 12 x 60 M8 D gvz 50 110 20 4.3 7.5 50 45 8.3 10.8 50 45 R 50 110 20 4.3 7.5 50 45 8.3 10.8 50 45 FZA 14 x 80 M10 D gvz 60 130 40 5.7 23.5 60 55 10.9 23.5 60 55 R 60 130 40 5.7 16.1 60 55 10.9 16.1 60 55 FZA 18 x 100 M12 D gvz 80 160 60 11.4 36.4 80 70 16.8 36.8 80 70 R 80 160 60 11.4 36.4 80 70 16.8 40.4 80 70 FZA 22 x 125 M16 D gvz 100 200 100 16.4 50.8 100 100 23.4 59.4 100 100 R 100 200 100 16.4 50.8 100 100 24.4 64.6 100 100 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. 220
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