fischer Rögzítőrendszerek főkatalógusa Page 223
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ZYKON hammerset anchor FZEA II · High performance steel anchors Technical data Setting tool FZED plus FZED plus Matching anchor type Sales unit Item No. [pcs] Item FZED 10 plus 044642 FZEA II 10 x 40 M8 1 FZED 12 plus 044643 FZEA II 12 x 40 M10 1 FZED 14 plus 044644 FZEA II 14 x 40 M12 1 4 Loads ZYKON hammerset anchor FZEA II Permissible loads of a single anchor¹) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-06/0271 has to be considered. Material/ surface²) Screw material Type FZEA II 10 x 40 M8 FZEA II 12 x 40 M10 FZEA II 14 x 40 M12 Effective anchorage depth Minimum member thickness Maximum 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,max Nperm³) Vperm³) smin³) cmin³) Nperm³) Vperm³) smin³) cmin³) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] gvz 5.8 40 80 10 1.6 4.1 40 40 3.6 4.7 40 40 gvz 8.8 40 80 10 1.6 4.1 40 40 3.6 4.7 40 40 R A4-70 40 80 15 1.6 4.1 40 40 3.6 4.6 40 40 gvz 5.8 40 80 15 3.0 4.1 45 45 3.6 5.9 45 45 gvz 8.8 40 80 15 3.0 4.1 45 45 3.6 5.9 45 45 R A4-70 40 80 20 3.0 4.1 45 45 3.6 5.9 45 45 gvz 5.8 40 80 20 3.5 4.1 50 50 3.6 5.9 50 50 gvz 8.8 40 80 20 3.5 4.1 50 50 3.6 5.9 50 50 R A4-70 40 80 40 3.5 4.1 50 50 3.6 5.9 50 50 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. 223
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