fischer fixing-systems main-catalogue Page 308
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Frame fixing SXRL · Frame fixings / Stand-off installation Loads Frame fixing SXRL 10 Permissible loads of a single anchor¹) in normal concrete of strength class C20/25. For the design the complete current general construction technique permit Z-21.2-2092 has to be considered. Cracked concrete Nominal anchorage depth Minimum member thickness Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads Minimum member thickness Permissible tension (Nperm) and shear loads (Vperm); minimum spacing (smin) and edge distances (cmin) with reduced loads hnom hmin Nperm³) Vperm³) smin³) cmin³) hmin Nperm³) Vperm³) smin³) cmin³) [mm] [mm] [kN] [kN] [mm] [mm] [mm] [kN] [kN] [mm] [mm] gvz 70 100 1.5 3.6 50 50 110 2.6 6.0 80 80 R 70 100 1.5 3.6 50 50 110 2.6 6.0 80 80 Material/ surface²) Type SXRL 10 5 Non-cracked concrete ¹) Design according to EN 1992-4:2018 (for static resp. quasi-static loads). The partial safety factors for material resistance 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 approval. ²) Further steel grades, versions and technical data see current general construction technique permit. ³) In the case of combinations of tensile 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 approval and the provisions of the EN 1992-4:2018. The given loads are valid for temperature range II. We recommend using our anchor design software C-FIX. Loads Frame fixing SXRL 8 Recommended loads¹)²)³) for a single anchor as part of a multiple fixing of non-structural systems. The given loads are valid for wood screws with the specified diameter. Type SXRL 8 [mm] 6.0 6.0 Anchorage depth Screw diameter hnom [mm] 50 70 6.0 90 Minimum edge distance concrete cmin [mm] 60 80 100 Recommended loads in the respective base material Frec²) Concrete ≥ C20/25 [kN] 0.60 1.00 1.00 Solid brick ≥ Mz 12 [kN] 0.45 0.60 0.60 Solid sand-lime brick ≥ KS 12 [kN] 0.40 0.50 0.50 Vertically perforated brick ≥ Hlz 12; ρ ≥ 1.0 [kg/dm³] [kN] 0.15 0.15 0.15 Perforated sand-lime brick ≥ KSL 12 [kN] 0.10 0.40 0.40 Aerated concrete AAC 2 [kN] – 0.10 0.10 Aerated concrete AAC 4 [kN] – 0.15 0.20 ¹) Required safety factors are considered. ²) Valid for tensile load, shear load and oblique load under any angle. ³) Valid for zinc coated screws (gvz) and for screws made of stainless steel (R). For exterior use of the zinc coated screws measures against incoming humidity have to be taken. 308
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