fischer fixing-systems main-catalogue Page 74
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Superbond system FSB · Chemical fixings Loads Superbond-System: Resin capsule RSB with Internal threaded anchor RG M I Permissible loads of a single anchor¹) ²) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-12/0258 has to be considered. Screw material³) RG M8 I RG M10 I RG M12 I RG M16 I RG M20 I Minimum member thickness Maximum installationtorque 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 Nperm4) Vperm4) smin4) cmin4) Nperm4) Vperm4) smin4) cmin4) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] 5.8 90 120 10 8.1 5.3 55 55 9.0 5.3 55 55 8.8 90 120 10 8.1 8.3 55 55 13.8 8.3 55 55 R-70 90 120 10 8.1 5.9 55 55 9.9 5.9 55 55 5.8 90 130 20 10.8 8.3 65 65 13.8 8.3 65 65 8.8 90 130 20 10.8 13.3 65 65 20.0 13.3 65 65 R-70 90 130 20 10.8 9.3 65 65 15.7 9.3 65 65 5.8 125 170 40 16.8 12.1 75 75 20.5 12.1 75 75 8.8 125 170 40 16.8 19.3 75 75 32.4 19.3 75 75 R-70 125 170 40 16.8 13.5 75 75 22.5 13.5 75 75 5.8 160 210 80 26.3 22.4 95 95 37.6 22.4 95 95 8.8 160 210 80 26.3 30.9 95 95 47.4 30.9 95 95 R-70 160 210 80 26.3 25.1 95 95 42.0 25.1 95 95 5.8 200 260 120 41.9 35.4 125 125 58.6 35.4 125 125 8.8 200 260 120 41.9 51.4 125 125 66.3 51.4 125 125 R-70 200 260 120 41.9 39.4 125 125 65.7 39.4 125 125 Type 3 Effective anchorage 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) The specified loads are valid for anchorages in dry and damp concrete. For temperatures in the anchoring substrate up to 50 °C (resp. short term up to 80 °C). Drill hole cleaning as per specification in the ETA. The factor Ψsus for sustained load was taken into account with 1.0. ³) 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). 4) 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. 74
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