CELO - Quick-fix anchor assortment Page 10
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CELO A4 STAINLESS STEEL Single label BAZ A4, stainless steel A4 Type Art-No d0 h1 ≥ hef ≥ Ld tfix ≤ [mm] [mm] [mm] [mm] [mm] Thread [pcs] 8-72/10 A4 1X872BAZ 8 60 45 72 10 M8 ● 50 8-92/30 A4 1X892BAZ 8 60 45 92 30 M8 ● 50 10-92/10 A4 1X1092BAZ 10 75 60 92 10 M10 ● 40 10-112/30 A4 1X10112BAZ 10 75 60 112 30 M10 ● 25 12-118/20 A4 1X12118BAZ 12 90 70 118 20 M12 ● 20 Installation parameters M6* BAZ Size M8 BAZ BAZ HD BAZ Type M12 M10 BAZ A4 BAZ HCR 20 / 15** BAZ BAZ HD M16 BAZ A4 BAZ HCR 70 Torque Tinst [Nm] 7 Width across flats SW [mm] 10 13 17 19 df [mm] 7 9 12 14 18 12 x 1,6 17 x 1,6 21 x 2,0 24 x 2,5 30 x 3,0 Ø of clearance hole in fixture Washer outer Ø x thickness [mm] 20 35 50 120 24 * Not part of the assessment ** 20 for BAZ, 15 for BAZ HD Spacing and edge distance BAZ Size Effective anchorage depth Minimum edge distance Minimum spacing M8 M10 M12 M16 85 hef [mm] 45 60 70 Cmin [mm] 50 50 55 85 for S ≥ [mm] 50 100 145 150 Smin [mm] 50 55 60 70 for C ≥ [mm] 50 80 90 120 128 Characteristic edge distance Ccr [mm] 68 90 105 Characteristic spacing Scr [mm] 135 180 210 255 hmin [mm] 100 120 140 170 M12 BAZ zinc BAZ A4 plated BAZ HCR BAZ HD M16 BAZ zinc BAZ A4 platedBAZ HCR BAZ HD Min. thickness of structural part If underrun the char. spacing or edge distance (Ccr or Scr) the loads must be reduced. hmin , Smin and Cmin must be observed. Loads BAZ Size M8 BAZ zinc BAZ A4 plated BAZ HCR BAZ HD BAZ Type M10 BAZ zinc BAZ A4 plated BAZ HCR BAZ HD Permissible tension loads for single anchor without influence of spacing and edge distance 1), 2) In cracked concrete C20/25 3) Nper [kN] 2,0 2,0 3,6 3,6 4,8 4,8 9,5 9,5 In non-cracked concrete C20/25 3) Nper [kN] 3,6 3,6 6,3 6,3 7,9 7,9 16,7 16,7 Permissible shear loads for single anchor without influence of spacing and edge distance 1), 2) In cracked concrete C20/25 Vper [kN] 5,2 5,2 10,3 9,7 13,1 14,3 25,1 26,9 In non-cracked concrete C20/25 Vper [kN] 5,7 6,3 10,3 9,7 13,1 14,3 25,1 26,9 Permissible bending moment Mper [Nm] 12,0 12,6 27,4 25,7 41,1 45,1 106,3 114,3 For further information please refer to the ETA assessment 2) Load figures include the resistances’ partial safety factors as per ETA assessment and a partial safety factor on the action of γF = 1,4. Load figures apply for a rebar spacing S ≥ 15 cm or alternatively for a rebar spacing S ≥ 10 cm in combination with a rebar diameter of ds ≤ 10 mm.. 3) For higher concrete strengths up to C50/60 the values increase by max. 28%. 1) Recommended loads for the not approved anchor sizes M6, M10 in non-cracked concrete C20/25 Type 10 Nrec [kN] Vrec [kN] BAZ 6-40/2 1,6 2,0 25 BAZ 6-65/15 1,8 2,5 35 BAZ 8-52/2 2,6 4,8 30 BAZ 10-60/10 1,6 2,0 23 Nrec: recommended tension load; Vrec: recommended shear load Anchorage depth hef [mm]
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