fischer Rögzítőrendszerek főkatalógusa Pagina 112
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Injection mortar FIS VL · Chemical fixings Loads Injection system FIS VL 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-10/0352 has to be considered. Non-cracked concrete Screw Material³) Type 3 RG M 8 I RG M 10 I RG M 12 I RG M 16 I RG M 20 I Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads Effective anchorage depth Minimum member thickness Maximum Installation torque hef hmin Tinst, max Nperm4) Vperm4) smin4) cmin4) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] 5.8 90 120 10 9.0 5.3 55 55 8.8 90 120 10 13.8 8.3 55 55 R-70 90 120 10 9.9 5.9 55 55 5.8 90 130 20 13.8 8.3 65 65 8.8 90 130 20 16.7 13.3 65 65 R-70 90 130 20 15.7 9.3 65 65 5.8 125 170 40 20.5 12.1 75 75 8.8 125 170 40 26.6 19.3 75 75 R-70 125 170 40 22.5 13.5 75 75 5.8 160 210 80 37.6 22.4 95 95 8.8 160 210 80 39.5 30.9 95 95 R-70 160 210 80 39.5 25.1 95 95 5.8 200 260 120 55.2 35.4 125 125 8.8 200 260 120 55.2 42.9 125 125 R-70 200 260 120 55.2 39.4 125 125 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 γ L = 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. 112
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