fischer fixing-systems main-catalogue Pagina 83
Commercieel klantenaanbod**Beste verkopers van Fischer
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Epoxy mortar FIS EM Plus · Chemical fixings Loads Injection system FIS EM Plus 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-17/0979 has to be considered. Material/ surface³) FIS A M 10 FIS A M 12 FIS A M 16 FIS A M 20 FIS A M 24 FIS A 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 60 100 10 5.4 6.3 40 40 9.0 6.3 40 40 5.8 80 110 10 7.2 6.3 40 40 9.0 6.3 40 40 5.8 160 190 10 9.0 6.3 40 40 9.0 6.3 40 40 R-70 60 100 10 5.4 6.0 40 40 9.9 6.0 40 40 R-70 80 110 10 7.2 6.0 40 40 9.9 6.0 40 40 R-70 160 190 10 9.9 6.0 40 40 9.9 6.0 40 40 5.8 60 100 20 6.7 9.7 45 45 10.9 9.7 45 45 5.8 90 120 20 10.1 9.7 45 45 13.8 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 6.7 9.2 45 45 10.9 9.2 45 45 R-70 90 120 20 10.1 9.2 45 45 15.7 9.2 45 45 R-70 200 230 20 15.7 9.2 45 45 15.7 9.2 45 45 5.8 70 100 40 9.6 14.3 55 45 13.7 14.3 55 45 5.8 110 140 40 17.8 14.3 55 45 20.5 14.3 55 45 5.8 240 270 40 20.5 14.3 55 45 20.5 14.3 55 45 R-70 70 100 40 9.6 13.7 55 45 13.7 13.7 55 45 R-70 110 140 40 17.8 13.7 55 45 22.5 13.7 55 45 R-70 240 270 40 22.5 13.7 55 45 22.5 13.7 55 45 5.8 80 120 60 11.7 23.5 65 50 16.8 26.9 65 50 5.8 125 170 60 22.9 26.9 65 50 32.7 26.9 65 50 5.8 320 360 60 37.6 26.9 65 50 37.6 26.9 65 50 R-70 80 120 60 11.7 23.5 65 50 16.8 25.2 65 50 R-70 125 170 60 22.9 25.2 65 50 32.7 25.2 65 50 R-70 320 360 60 42.0 25.2 65 50 42.0 25.2 65 50 5.8 90 140 120 14.0 28.0 85 55 20.0 40.0 85 55 5.8 170 220 120 36.3 42.3 85 55 51.9 42.3 85 55 5.8 400 450 120 58.6 42.3 85 55 58.6 42.3 85 55 R-70 90 140 120 14.0 28.0 85 55 20.0 39.4 85 55 R-70 170 220 120 36.3 39.4 85 55 51.9 39.4 85 55 R-70 400 450 120 65.7 39.4 85 55 65.7 39.4 85 55 5.8 96 160 150 15.4 30.8 105 60 22.0 44.1 105 60 5.8 210 270 150 49.9 60.6 105 60 71.3 60.6 105 60 5.8 480 540 150 84.3 60.6 105 60 84.3 60.6 105 60 R-70 96 160 150 15.4 30.8 105 60 22.0 44.1 105 60 R-70 210 270 150 49.9 56.8 105 60 71.3 56.8 105 60 R-70 480 540 150 94.3 56.8 105 60 97.3 56.8 105 60 5.8 120 190 300 21.6 43.1 140 80 30.8 61.6 140 80 5.8 280 350 300 76.8 96.0 140 80 109.8 96.0 140 80 5.8 600 670 300 133.8 96.0 140 80 133.8 96.0 140 80 R-70 120 190 300 21.6 43.1 140 80 30.8 61.6 140 80 R-70 280 350 300 76.8 90.2 140 80 109.8 90.2 140 80 R-70 600 670 300 150.1 90.2 140 80 150.1 90.2 140 80 Type FIS A 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 72 °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. 83
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