ETA-10-0423-ATS evo - Etanco

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Page 12 of ETA-10/0423, issued on 13.12.2010, English translation prepared by ZAG Table 3: Installation data Anchor size M6 M8 M10 M12 M16 Nominal drill hole diameter d0 [mm] 10 12 15 18 24 Cutting diameter of drill bit dcut ≤ [mm] 10,45 12,50 15,5 18,5 24,55 Depth of drill hole h1 ≥ [mm] 75 85 95 115 130 Minimum installation depth hnom ≥ [mm] 60 70 80 100 115 Effective anchorage depth hef [mm] 49 59 67 88 99 Diameter of clearance hole in the fixture df ≤ [mm] 12 14 17 20 26 Length of the anchor L [mm] tfix + 60 tfix + 70 tfix + 80 tfix + 100 tfix + 115 Torque moment Tinst [Nm] 10 20 45 80 150 Table 4: Minimum thickness of concrete member spacing, and edge distances Anchor size M6 M8 M10 M12 M16 Minimum thickness of the concrete member hmin [mm] 100 120 140 180 200 Minimum spacing Minimum edge distance ATS evo Installation data smin [mm] 50 60 70 80 100 for c [mm] ≥ 75 90 100 150 200 cmin [mm] 50 60 70 80 100 for s ≥ [mm] 75 90 100 150 200 Annex 4 of the European Technical Approval ETA–10/0423
Page 13 of ETA-10/0423, issued on 13.12.2010, English translation prepared by ZAG Table 5: Characteristic values of resistance to tension loads of design method A M6 M8 M10 M12 M16 Steel failure Characteristic resistance Partial safety factor NRk,s 1) γMs [kN] [-] 16 29 46 1,5 67 126 Pullout failure Characteristic resistance in non-cracked concrete C20/25 NRk,p [kN] 2) 2) 2) 2) Characteristic resistance cracked concrete C20/25 NRk,p [kN] 9 12 16 25 Partial safety factor 1) γMp [-] 1,5 3) Concrete cone failure and splitting failure Effective anchorage depth hef [mm] 49 59 67 88 99 Characteristic spacing scr,N = scr,sp [mm] 3 x hef Characteristic edge distance ccr,N = ccr,sp 1) [mm] [-] 1,5 x hef 1,5 3) Partial safety factor γMc = γMSp 1) In absence of other national regulation 2) Pullout failure not decisive 3) The partial safety factor is including γ2 = 1,0 Increasing factor for NRk,p for cracked and non-cracked concrete Table 6: Displacement under tension load M6 M8 M10 M12 M16 ψc C30/37 [-] 1,22 ψc C40/50 [-] 1,41 ψc C50/60 [-] 1,55 C20/25 C50/60 Non-cracked concrete M6 M8 M10 M12 M16 M6 M8 M10 M12 M16 Tension load N [kN] 7,7 10,9 13,2 19,8 23,6 7,7 13,9 20,4 30,7 36,6 Short term displacement δN0 [mm] 0,47 0,81 0,30 0,25 0,20 0,68 1,06 0,60 0,54 0,40 Long term displacement δN∞ [mm] 2,38 2,49 1,99 1,12 2,15 2,38 2,49 1,99 1,12 2,15 Cracked concrete M6 M8 M10 M12 M16 M6 M8 M10 M12 M16 Tension load N [kN] 4,3 5,7 7,6 11,9 16,9 6,6 8,9 11,8 18,5 26,2 Short term displacement δN0 [mm] 1,21 0,83 1,25 0,98 0,96 1,40 1,39 0,93 1,36 1,33 Long term displacement δN∞ [mm] 2,38 2,49 1,99 1,12 2,15 2,38 2,49 1,99 1,36 2,15 ATS evo Design method A: characteristic values of resistance to tension loads and displacements Annex 5 of the European Technical Approval ETA–10/0423 2) 2)
Page 1 and 2: Zavod za gradbeništvo Slovenije Sl
Page 3 and 4: Page 3 of ETA-10/0423, issued on 13
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ETA-10-0423-ATS evo - Etanco

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