fischer Rögzítőrendszerek főkatalógusa Pagina 237
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Concrete screw ULTRACUT FBS II 6 · High performance steel anchors Technical data Concrete screw UltraCut FBS II 6 M8/M10 UltraCut FBS II M8/M10 outside thread UltraCut FBS II M6, M8/M10 I internal thread Approval Item No. Item Screw-in depth Multiple fixing ETA18/0242 Drive Screw-in depth Single point fixing ETA15/0352 ls hnom,min hnom,max hnom,min hnom,max [mm] [mm] [mm] Drill hole diameter Min. drill hole depth for pre-positioned installation Screw diameter Screw length d0 h1 ds [mm] [mm] [mm] Sales unit 4 [pcs] ETA FBS II 6 x 25 M8/19 546395 ● 6 30 7,5 25 25 — SW 10 100 FBS II 6 x 35 M8/19 546396 ● 6 40 7,5 35 35 — SW 10 100 FBS II 6 x 55 M8/19 546397 ● 6 60 7,5 55 55 55 SW 10 100 FBS II 6 x 35 M10/21 546398 ● 6 40 7,5 35 35 — SW 13 100 FBS II 6 x 55 M10/21 546399 ● 6 60 7,5 55 55 55 SW 13 100 FBS II 6 x 35 M6 I 554065 ● 6 40 7,5 35 35 — SW 13 100 FBS II 6 x 55 M6 I 554066 ● 6 60 7,5 55 55 55 SW 13 100 FBS II 6 x 35 M8/M10 I 546400 ● 6 40 7,5 35 35 — SW 13 100 FBS II 6 x 55 M8/M10 I 546401 ● 6 60 7,5 55 55 55 SW 13 100 Loads Concrete screw UltraCut FBS II 6 Permissible loads of a single anchor¹) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-15/0352 has to be considered. Material/ surface Minimum member thickness Maximum installation torque 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 hnom hmin Timp,max²) Nperm³) Vperm³) smin³) cmin³) Nperm³) Vperm³) smin³) cmin³) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] gvz 40 80 450 1.2 4.3 35 35 3.8 4.3 35 35 gvz 45 90 450 1.7 4.3 35 35 4.8 4.3 35 35 gvz 50 90 450 1.9 4.3 35 35 5.7 4.3 35 35 gvz 55 100 450 2.4 6.3 35 35 6.4 6.3 35 35 Type FBS II 6 Screw-in depth Cracked concrete 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) Maximum allowable torque for installation with any tangential impact screw driver. Further technical data see ETA. 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. 237
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