fischer Rögzítőrendszerek főkatalógusa Page 287
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Heavy-duty anchor TA M-T · High performance steel anchors Loads Heavy-duty anchor TA M-T Permissible loads of a single anchor¹) in normal concrete of strength class C20/25. For the design the complete current assessmentt ETA-04/0003 has to be considered. Non-cracked concrete Material/ surface²) Screw material Type Effective anchorage depth Minimum member thickness Installation torque Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads hef hmin Tinst Nperm³) Vperm³) smin³) cmin³) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] TA M8 T gvz 8.8 45 100 20 5.7 6.7 90 60 TA M10 T gvz 8.8 55 110 40 9.5 11.0 110 70 TA M12 T gvz 8.8 70 140 75 11.9 17.0 160 120 4 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) For technical data on steel grade and variants, see ETA. ³) 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. 287
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