fischer fixing-systems main-catalogue Page 111
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Injection mortar FIS VL · Chemical fixings Loads Injection system FIS VL with threaded rod FIS A resp. 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-10/0352 has to be considered. Material / surface³) Type FIS A M 8 FIS A M 10 FIS A M 12 FIS A M 16 FIS A M 20 FIS A M 24 FIS A M 30 Cracked concrete Non-cracked concrete Minimum member thickness Maximum 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, max Nperm4) Vperm4) smin4) cmin4) Nperm4) Vperm4) smin4) cmin4) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] Effective anchorage depth 5.8 60 100 10 - - - - 6.6 6.3 40 40 5.8 80 110 10 - - - - 8.8 6.3 40 40 5.8 160 190 10 - - - - 9.0 6.3 40 40 R-70 60 100 10 - - - - 6.6 6.0 40 40 R-70 80 110 10 - - - - 8.8 6.0 40 40 R-70 160 190 10 - - - - 13.8 6.0 40 40 5.8 60 100 20 4.5 9.7 45 45 8.2 9.7 45 45 5.8 90 120 20 6.7 9.7 45 45 12.3 9.7 45 45 5.8 200 230 20 13.8 9.7 45 45 13.8 9.7 45 45 R-70 60 100 20 4.5 9.2 45 45 8.2 9.2 45 45 R-70 90 120 20 6.7 9.2 45 45 12.3 9.2 45 45 R-70 200 230 20 15.0 9.2 45 45 15.7 9.2 45 45 5.8 70 100 40 6.3 14.3 55 55 11.4 14.3 55 55 5.8 110 140 40 9.9 14.3 55 55 18.1 14.3 55 55 5.8 240 270 40 20.5 14.3 55 55 20.5 14.3 55 55 R-70 70 100 40 6.3 13.7 55 55 11.4 13.7 55 55 55 R-70 110 140 40 9.9 13.7 55 55 18.1 13.7 55 R-70 240 270 40 21.5 13.7 55 55 22.5 13.7 55 55 5.8 80 120 60 9.6 23.0 65 65 14.0 26.9 65 65 5.8 125 170 60 15.0 26.9 65 65 24.9 26.9 65 65 5.8 320 360 60 37.6 26.9 65 65 37.6 26.9 65 65 R-70 80 120 60 9.6 23.0 65 65 14.0 25.2 65 65 R-70 125 170 60 15.0 25.2 65 65 24.9 25.2 65 65 R-70 320 360 60 38.3 25.2 65 65 42.0 25.2 65 65 5.8 90 140 120 11.7 28.0 85 85 16.7 40.0 85 85 5.8 170 220 120 23.3 42.3 85 85 40.3 42.3 85 85 5.8 400 450 120 54.9 42.3 85 85 58.6 42.3 85 85 R-70 90 140 120 11.7 28.0 85 85 16.7 39.4 85 85 R-70 170 220 120 23.3 39.4 85 85 40.3 39.4 85 85 R-70 400 450 120 54.9 39.4 85 85 65.7 39.4 85 85 5.8 96 160 150 - - - - 18.4 44.1 105 105 5.8 210 270 150 - - - - 56.5 60.6 105 105 5.8 480 540 150 - - - - 84.3 60.6 105 105 R-70 96 160 150 - - - - 18.4 44.1 105 105 R-70 210 270 150 - - - - 56.5 56.8 105 105 R-70 480 540 150 - - - - 94.3 56.8 105 105 5.8 120 190 300 - - - - 25.7 61.6 140 140 5.8 280 350 300 - - - - 89.0 96.0 140 140 5.8 600 670 300 - - - - 133.8 96.0 140 140 R-70 120 190 300 - - - - 25.7 61.6 140 140 R-70 280 350 300 - - - - 89.0 90.2 140 140 R-70 600 670 300 - - - - 150.1 90.2 140 140 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. 111
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