Web Catalogue update October 2019

06 2058 AUS. pub. 03/18 © W-ED DRIVE-IN ANCHOR Thread dia. Total length L [mm] Effective anchoring depth h ef [mm] Drill bit nominal dia. d 0 [mm] Drilled hole depth h 0 [mm] Art. No. A2K Blue Zinc Passivated P. Qty. M6 30 30 8 30 0904 010 06 25 M8 30 30 10 30 0904 010 08 M10 40 40 12 40 0904 010 10 M12 50 50 15 50 0904 010 12 M16 65 65 20 65 0904 010 16 W-ED/S Drive-in anchor 1) The part safety coefficients of the resistances regulated in the approval and a part safety coefficient of the effects of γ F = 1.4 have been taken into account. For the combination of tensile and shear loads, for edge influence and anchor groups, please refer to the Guideline for European Technical Approval (ETAG), Appendix C. 2) The concrete has normal reinforcement. Higher values are possible for higher concrete strengths. 3) Steel quality 5.6. With a higher steel quality, higher shear load values apply. 4) The permissible loads were determined without axial and edge influence. 5) Steel quality 5.6. With a higher steel quality, higher permissible bending moments apply. 6) Fire resistance duration: Drive-in anchor W-ED/S in conjunction with screws of the strength classes ≥ 5.6. 7) The minimum axial spacing and the minimum edge clearance must be complied with! 8) Without approval. Performance data (5.6-8.8 screw) Anchor diameter [in mm] M5 8) M6 M8 x 30 M8 x 40 M10 x 30 M10 x 40 M12 M16 M20 Perm. centr. tensile load 1) on a single anchor without edge influence Pressure zone (uncracked concrete 20MPa 2) , s ≥ 3 h ef , c ≥ 1.5 h ef ) N perm [kN] = 20MPa 2) F rec 1.4 3.3 2.8 3.6 3.3 5.1 7.1 10.5 14.3 Perm. shear load 1) on a single anchor without edge influence Pressure zone (uncracked concrete 20MPa 2) , c ≥ 10 h ef ) V perm [kN] = 20MPa 2)3) F rec 1.5 2.1 3.9 3.9 3.9 4.1 9.0 16.8 26.2 Multiple attachment of non-load-bearing systems in concrete 4) F perm [kN] ≥ 20MPa F rec 0.3 1.2 1.7 2.0 2.0 2.0 2.4 – – Permissible bending torque 5) M perm [Nm] – 2.7 3.3 8.1 8.1 8.1 8.1 15.8 15.8 15.8 15.8 27.8 27.8 71.0 138.6 uncracked concrete multiple fastening Perm. loading under fire load 4) (Technical Report TR 020) For axial and edge distances, see European Technical Approval ETA-05/0120 R30; F perm [kN] – 0.8 0.9 1.5 1.5 – – R60; F perm [kN] – 0.8 0.9 1.5 1.5 – – R90; F perm [kN] – 0.4 0.9 1.5 1.5 – – R120; F perm [kN] – 0.2 0.4 1.0 1.2 – – Fire resistance duration 6) F30 [kN] – 1.7 1.7 3.0 – 4.7 6.9 12.5 18.0 F60 [kN] – 0.7 0.7 1.5 – 2.4 3.5 5.6 8.5 F90 [kN] – 0.4 0.4 0.8 – 1.3 1.8 3.5 5.5 F120 [kN] – 0.3 0.3 0.6 – 1.0 1.4 2.5 4.4 Minimum axial spacing s min [mm] 60 55 60 80 100 100 120 150 160 Axial spacing 7) sc r,N /s cr [mm] 75 90 130 90 180 120 210 90 230 120 170 150 170 195 240 uncracked concrete multiple fastening Minimum edge spacing c min [mm] 95 95 95 95 115 135 165 200 260 Edge distance 7) c cr,N /c c r [mm] 37.5 45 65 45 90 60 105 45 115 60 85 75 85 97.5 120 uncracked concrete multiple fastening Minimum component thickness h min [mm] 100 100 100 100 120 120 130 160 200 Characteristic installation values M5 8) M6 M8 x 30 M8 x 40 M10 x 30 M10 x 40 M12 M16 M20 Minimum axial spacing s min [mm] – 50 60 80 100 100 120 150 160 Minimum edge distance c min [mm] – 80 95 95 115 135 165 200 260 Minimum component thickness h min [mm] – 100 100 100 120 120 140 160 250 Effective anchoring depth hef [mm] 25 30 30 40 30 40 50 65 80 Nom. drill dia. d 0 [mm] 8 8 10 10 12 12 15 20 25 Drill cutting dia. d cut ≤ [mm] 8.45 8.45 10.45 10.45 12.5 12.5 15.5 20.55 25.55 Drill hole depth h 0 [mm] 25 30 30 40 30 40 50 65 80 Through-hole in the component being connected d f ≤ [mm] 6 7 9 9 12 12 14 18 22 Thread depth (max. screw-in depth) L th [mm] 10 13 13 20 12 15 18 23 34 Minimum screw-in depth L sdmin [mm] 6 7 9 9 10 11 13 18 22 Torque while installing anchor T inst = [Nm] 3 4 8 8 15 15 35 60 120 Storable in ORSY ® NZ. pub. 11/18 ©