fischer Installation Systems Main Catalog Page 459
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Frame fixing SXRL Plugs and anchors ■ 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 Material/ surface2) 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 3.4 50 50 110 2.6 6.0 80 80 R 70 100 1.5 3.4 50 50 110 2.6 6.0 80 80 Type SXRL 10 Non-cracked concrete 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. 1) 11 459
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