fischer fixing-systems main-catalogue Pagina 73
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Superbond system FSB · Chemical fixings Loads Superbond-System: Resin capsule RSB with threaded rod RG M 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. Material/ surface³) RG M 10 RG M 12 RG M 16 RG M 20 RG M 24 RG M 30 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 80 110 10 5.7 6.3 40 40 9.0 6.3 40 40 R-70 80 110 10 5.7 6.0 40 40 9.9 6.0 40 40 5.8 75 110 20 7.3 9.7 45 45 13.5 9.7 45 45 5.8 90 120 20 8.8 9.7 45 45 13.8 9.7 45 45 5.8 150 180 20 13.8 9.7 45 45 13.8 9.7 45 45 R-70 75 110 20 7.3 9.2 45 45 13.5 9.2 45 45 R-70 90 120 20 8.8 9.2 45 45 15.7 9.2 45 45 R-70 150 180 20 14.6 9.2 45 45 15.7 9.2 45 45 5.8 75 110 40 10.1 14.3 55 55 15.2 14.3 55 55 5.8 110 140 40 14.8 14.3 55 55 20.5 14.3 55 55 5.8 150 180 40 20.2 14.3 55 55 20.5 14.3 55 55 R-70 75 110 40 10.1 13.7 55 55 15.2 13.7 55 55 R-70 110 140 40 14.8 13.7 55 55 22.5 13.7 55 55 R-70 150 180 40 20.2 13.7 55 55 22.5 13.7 55 55 5.8 95 140 60 15.2 26.9 65 65 21.7 26.9 65 65 5.8 125 170 60 22.4 26.9 65 65 32.7 26.9 65 65 5.8 190 230 60 34.1 26.9 65 65 37.6 26.9 65 65 R-70 95 140 60 15.2 25.2 65 65 21.7 25.2 65 65 R-70 125 170 60 22.4 25.2 65 65 32.7 25.2 65 65 R-70 190 230 60 34.1 25.2 65 65 42.0 25.2 65 65 5.8 170 220 120 36.3 42.3 85 85 51.9 42.3 85 85 5.8 210 260 120 47.1 42.3 85 85 58.6 42.3 85 85 R-70 170 220 120 36.3 39.4 85 85 51.9 39.4 85 85 R-70 210 260 120 47.1 39.4 85 85 65.7 39.4 85 85 5.8 210 270 150 49.9 60.6 105 105 71.3 60.6 105 105 R-70 210 270 150 49.9 56.8 105 105 71.3 56.8 105 105 5.8 280 350 300 76.8 96.0 140 140 109.8 96.0 140 140 R-70 280 350 300 76.8 90.2 140 140 109.8 90.2 140 140 Type RG M 8 Effective anchorage depth Cracked concrete 3 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. 73
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