fischer Installation Systems Main Catalog Pagina 411
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Concrete screw UltraCut FBS II 6 Plugs and anchors ■ Loads Concrete screw UltraCut FBS II US/SK Permissible loads1)2) for a single anchor in masonry for Push-through installation. For the design the complete current assessment ETA-20/0134 of 14.07.2022 has to be considered. Min. compressive brick strength Brick raw density Minimum brick dimensions Nominal anchorage depth Minimum member thickness Maximum Installation torque Permissible tensile load4) Permissible shear load4) parallel6) Minimum spacing5) Minimum edge distance5) fb ρ (L x W x H) hnom hmin Timp. max3) Nperm Vperm║ smin║ / smin┴ cmin [N/mm²] [kg/dm³] [mm] [mm] [mm] [Nm] [kN] [kN] [mm] [mm] FBS II 6 ≥ 12.0 ≥ 1.8 240 x 115 x 71 ≥ 40 ≥ 115 80 0.54 0.34 80 50 FBS II 6 ≥ 16.0 ≥ 1.8 240 x 115 x 71 ≥ 40 ≥ 115 80 0.60 0.40 80 50 FBS II 6 ≥ 17.5 ≥ 1.8 240 x 115 x 71 ≥ 40 ≥ 115 80 0.66 0.40 80 50 FBS II 8 ≥ 12.0 ≥ 1.8 240 x 115 x 71 ≥ 50 ≥ 115 80 0.46 1.37 80 60 FBS II 8 ≥ 16.0 ≥ 1.8 240 x 115 x 71 ≥ 50 ≥ 115 80 0.54 1.60 80 60 FBS II 8 ≥ 17.5 ≥ 1.8 240 x 115 x 71 ≥ 50 ≥ 115 80 0.57 1.66 80 60 FBS II 10 ≥ 12.0 ≥ 1.8 240 x 115 x 71 ≥ 55 ≥ 115 80 0.40 1.26 80 70 FBS II 10 ≥ 16.0 ≥ 1.8 240 x 115 x 71 ≥ 55 ≥ 115 80 0.46 1.46 80 70 FBS II 10 ≥ 17.5 ≥ 1.8 240 x 115 x 71 ≥ 55 ≥ 115 80 0.49 1.51 80 70 FBS II 6 ≥ 16.0 ≥ 1.8 228 x 108 x 54 ≥ 40 ≥ 108 80 0.34 0.31 80 50 FBS II 6 ≥ 20.0 ≥ 1.8 228 x 108 x 54 ≥ 40 ≥ 108 80 0.40 0.37 80 50 FBS II 8 ≥ 16.0 ≥ 1.8 228 x 108 x 54 ≥ 50 ≥ 108 80 0.46 1.34 80 60 FBS II 8 ≥ 20.0 ≥ 1.8 228 x 108 x 54 ≥ 50 ≥ 108 80 0.51 1.49 80 60 FBS II 10 ≥ 16.0 ≥ 1.8 228 x 108 x 54 ≥ 55 ≥ 108 80 0.37 1.23 80 70 FBS II 10 ≥ 20.0 ≥ 1.8 228 x 108 x 54 ≥ 55 ≥ 108 80 0.43 1.37 80 70 FBS II 6 ≥ 12.0 ≥ 1.8 240 x 115 x 71 ≥ 40 ≥ 115 80 0.43 0.51 80 50 FBS II 6 ≥ 16.0 ≥ 1.8 240 x 115 x 71 ≥ 40 ≥ 115 80 0.49 0.60 80 50 FBS II 6 ≥ 20.0 ≥ 1.8 240 x 115 x 71 ≥ 40 ≥ 115 80 0.54 0.66 80 50 FBS II 8 ≥ 12.0 ≥ 1.8 240 x 115 x 71 ≥ 50 ≥ 115 80 0.54 0.66 80 60 FBS II 8 ≥ 16.0 ≥ 1.8 240 x 115 x 71 ≥ 50 ≥ 115 80 0.60 0.74 80 60 FBS II 8 ≥ 20.0 ≥ 1.8 240 x 115 x 71 ≥ 50 ≥ 115 80 0.69 0.83 80 60 FBS II 10 ≥ 12.0 ≥ 1.8 240 x 115 x 71 ≥ 55 ≥ 115 80 0.54 0.89 80 70 FBS II 10 ≥ 16.0 ≥ 1.8 240 x 115 x 71 ≥ 55 ≥ 115 80 0.63 1.00 80 70 FBS II 10 ≥ 20.0 ≥ 1.8 240 x 115 x 71 ≥ 55 ≥ 115 80 0.69 1.11 80 70 FBS II 6 ≥ 10.0 ≥ 1.4 240 x 175 x 113 ≥ 40 ≥ 175 65 0.09 0.80 80 50 FBS II 6 ≥ 12.0 ≥ 1.4 240 x 175 x 113 ≥ 40 ≥ 175 65 0.11 0.94 80 50 FBS II 6 ≥ 16.0 ≥ 1.4 240 x 175 x 113 ≥ 40 ≥ 175 65 0.14 1.17 80 50 FBS II 6 ≥ 17.5 ≥ 1.4 240 x 175 x 113 ≥ 40 ≥ 175 65 0.17 1.26 80 50 FBS II 8 ≥ 10.0 ≥ 1.4 240 x 175 x 113 ≥ 50 ≥ 175 65 0.26 0.66 80 60 FBS II 8 ≥ 12.0 ≥ 1.4 240 x 175 x 113 ≥ 50 ≥ 175 65 0.29 1.03 80 60 FBS II 8 ≥ 16.0 ≥ 1.4 240 x 175 x 113 ≥ 50 ≥ 175 65 0.37 1.40 80 60 FBS II 8 ≥ 17.5 ≥ 1.4 240 x 175 x 113 ≥ 50 ≥ 175 65 0.40 1.49 80 60 FBS II 10 ≥ 10.0 ≥ 1.4 240 x 175 x 113 ≥ 55 ≥ 175 65 0.23 0.77 80 70 FBS II 10 ≥ 12.0 ≥ 1.4 240 x 175 x 113 ≥ 55 ≥ 175 65 0.26 1.23 80 70 FBS II 10 ≥ 16.0 ≥ 1.4 240 x 175 x 113 ≥ 55 ≥ 175 65 0.34 1.66 80 70 FBS II 10 ≥ 17.5 ≥ 1.4 240 x 175 x 113 ≥ 55 ≥ 175 65 0.37 1.77 80 70 Type Solid brick Mz, acc. to EN 771-1 Solid brick Mz, nordic, acc. to EN 771-1 11 Solid sand-lime brick KS, acc. to EN 771-2 Perforated sand-lime brick KSL, acc. to EN 771-2 1) 2) 3) 4) 5) 6) The partial safety factors for material resistance as regulated in assessment as well as a partial safety factor for load actions of γL = 1.4 are considered. Load values are valid for zinc-plated steel all sizes and head shapes, for stainless steel R for the sizes 8 and 10. Exakt values see ETA. The given loads are valid for installation and use of fixations in dry masonry, use category d/d, width of the joints wj ≤ 3 mm and general purpose mortar with strength class M2.5 -M9. Further information and details on drill hole preparation, etc., see ETA. Maximum allowable device torque for installation with any tangential impact screw driver. Further technical data see ETA. In the case of combinations of tensile and shear loads, bending moments and reduced edge and axial spacings (anchor groups), the design must be carried out in accordance with the provisions of the complete assessment. Minimum feasible spacing resp. edge distance. Details as well as to the distances to joints see assessment. Shear load parallel to the vertical joint. Load reduction for shear load perpendicular to the vertical joint see ETA. 411
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