fischer screws maincatalogue Pagina 140
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Screw catalogue 2020 Load tables Load table for chipboard screws Power-Fast II countersunk head Dimensions dK Characteristic / permissible thread pull-out resistance ETA-19/0175 DIN EN 1995-1-1 + NA Characteristic / permissible head pull-through resistance ETA-19/0175 DIN EN 1995-1-1 + NA Screw-in angle to the grain αAT and αET = 90° Screw-in angle to the grain αAT and αET = 90° AT Fax,90,Rk N L 90° ET Fax,90,Rk N d 12 Countersunk head d l dk AT ET Fax,90,Rk zul. Fax,90 Fax,90,Rk zul. Fax,90 [mm] [mm] [mm] [mm] [mm] [kN] [kN] [kN] [kN] 5,0 50 9,8 201) 30 2,07 1,02 1,29 0,64 5,0 60 9,8 24 36 2,48 1,23 1,29 0,64 5,0 70 9,8 28 42 2,90 1,43 1,29 0,64 5,0 80 9,8 35 45 3,11 1,54 1,29 0,64 5,0 90 9,8 36 54 3,73 1,84 1,29 0,64 5,0 100 9,8 40 60 4,14 2,05 1,29 0,64 5,0 110 9,8 40 70 4,83 2,39 1,29 0,64 5,0 120 9,8 50 70 4,83 2,39 1,29 0,64 6,0 50 11,8 201) 30 2,32 1,15 1,81 0,90 6,0 60 11,8 24 36 2,79 1,38 1,81 0,90 6,0 70 11,8 28 42 3,25 1,61 1,81 0,90 6,0 80 11,8 35 45 3,48 1,72 1,81 0,90 6,0 90 11,8 36 54 4,18 2,07 1,81 0,90 6,0 100 11,8 40 60 4,64 2,30 1,81 0,90 0,90 6,0 110 11,8 40 70 5,42 2,68 1,81 6,0 120 11,8 50 70 5,42 2,68 1,81 0,90 ... ... ... ... ... ... ... ... ... 6,0 300 11,8 230 70 5,42 2,68 1,81 0,90 For screws 6,0 x 140 to 6,0 x 300 mm the same values apply as for 6,0 x 120 mm, provided that the thickness of the attachment part AD = at least 50 mm. Minimum screw-in depth ET = at least 70 mm. 1. Values and dimensioning outside the approval, as the minimum thickness of the timber components according to the approval for thread outside diameter 5 and 6 mm is at least 24 mm must be. 2. Tolerance of the hole diameter in the sheet steel must be in accordance to DIN EN 1995-1-1 ≤ 0,1 ∙ d. In general: Loads only valid for single screws in line with ETA-19/0175 and DIN EN 1995-1-1 with NA. In the case of groups of screws, reductions should be applied to the load-bearing capacity of each screw (nef according ETA-19/0175). If tensile and transverse loads act simultaneously, the above-mentioned loads shall be reduced in accordance with ETA. Projecting timber gross density: ρk = 350 kg/m³. Screw-in angle: 90° to the surface and thus the grain of the wood. The values relating to the shear load resistance refer to zinc-plated screws. Minimum screw-in depth (ET) for load-bearing connections Min. hef = 4 ∙ d. 140
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