fischer Installation Systems Main Catalog Page 398
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Bolt anchor FAZ II Plus Plugs and anchors ■ Loads Bolt anchor FAZ II Plus Permissible loads of a single anchor1) in normal concrete of strength class C20/25. For the design the complete current assessment ETA-19/0520 of 24.05.2023 has to be considered. Material/ surface2) FAZ II Plus 8 FAZ II Plus 10 11 FAZ II Plus 12 FAZ II Plus 16 FAZ II Plus 20 FAZ II Plus 24 1) 2) 3) Non-cracked concrete Minimum member thickness Installation torque 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 Nperm3) Vperm3) smin3) cmin3) Nperm3) Vperm3) smin3) cmin3) [mm] [mm] [Nm] [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] gvz 40 80 8 0.7 4.3 35 40 5.0 4.3 35 40 gvz 80 120 8 0.7 4.3 35 40 5.0 4.3 35 40 R 40 80 8 0.7 5.0 35 40 5.0 5.0 35 40 R 80 120 8 0.7 5.0 35 40 5.0 5.0 35 40 gvz 35 80 20 2.6 8.5 35 40 4.8 9.3 40 40 gvz 90 140 20 3.8 9.3 35 40 6.7 9.3 40 40 R 35 80 20 2.6 8.5 35 40 4.8 10.1 40 40 R 90 140 20 3.8 10.1 35 40 6.7 10.1 40 40 gvz 40 80 45 4.1 10.8 40 45 5.9 15.0 40 45 gvz 100 150 45 6.2 15.0 40 45 9.5 15.0 40 45 R 40 80 45 4.1 10.8 40 45 5.9 15.1 40 45 R 100 150 45 6.2 15.1 40 45 9.5 15.1 40 45 gvz 50 100 60 5.8 18.0 50 55 8.3 21.1 50 55 gvz 125 190 60 9.5 21.1 50 55 10.5 21.1 50 55 R 50 100 60 5.8 18.0 50 55 8.3 24.1 50 55 R 125 190 60 9.5 24.1 50 55 10.5 24.1 50 55 gvz 65 140 110 8.6 27.5 65 65 12.3 39.1 65 65 gvz 160 240 110 12.9 39.1 65 65 18.4 39.1 65 65 R 65 140 110 8.6 27.5 65 65 12.3 39.3 65 65 R 160 240 110 12.9 40.6 65 65 18.4 40.6 65 65 gvz 100 160 200 16.4 47.4 95 85 23.4 47.4 95 95 gvz 180 270 200 16.4 47.4 95 85 23.4 47.4 95 95 R 100 160 200 16.4 52.5 95 85 23.4 61.7 95 95 R 180 270 200 16.4 61.7 95 85 23.4 61.7 95 95 gvz 125 200 270 22.9 73.3 100 100 32.7 73.3 100 135 R 125 200 270 22.9 73.3 100 100 32.7 90.3 100 135 Type FAZ II Plus 6 Effective anchorage depth Cracked concrete 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. 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). 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. 398
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