Fixanchor W-FAZ/A4
Fixanchor W-FAZ/A4 stainless steel
ANC-(W-FAZ/A4)-A4-50-70-M10X130





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- Approval ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)
- Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)
- Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)
Metric anchor diameter | M10 |
Anchor length (l) | 130 mm |
Attachment height (t fix) | 50 mm |
Max. attachment height reduced (t fix, red) | 70 mm |
Effective anchoring depth (h ef) | 60 mm |
Effective anchoring depth reduced (h ef, red) | 40 mm |
Disc diameter x disc thickness | 20 x 2 mm |
Width across flats | 17 mm |
Nominal drill-bit diameter (d 0) | 10 mm |
Drill hole depth (h 1) | 75 mm |
Drill hole depth reduced (h 1, red) | 55 mm |
Material | Stainless steel A4 |
Surface | Coated |
Torque during anchoring (T inst) | 35 Nm |
Through-hole in the component to be connected (d f) | 12 mm |
Thread type x anchor diameter x thread length (L th) | M10 x 82 |
Approval | ETA-99/0011 |
Seismology C1 | Yes |
Seismology C2 | Yes |
Performance data | ||||||||||||
Anchor diameter [mm] | M8 | M10 | M12 | M16 | M20 | M24 | ||||||
Standard effective anchorage depth/ Reduced effective anchorage depth | hef/hef,red [mm] | 46 | 353) | 60 | 40 | 70 | 50 | 85 | 65 | 100 | 125 | |
Admissible centric tension load1) on an individual anchor without the influence of the edge distance | Tensile zone (cracked concrete C20/252), s ≥ 3 hef c ≥ 1.5 hef) | Nadm [kN] = C20/252) | 2,4 | 2,4 | 4,3 | 3,6 | 7,6 | 6,1 | 11,9 | 9,0 | 17,1 | 19,0 |
Compressive zone (uncracked concrete C20/252), (scr,sp and ccr,sp see approval) | 5,7 | 3,6 | 7,6 | 4,3 | 11,9 | 8,5 | 16,7 | 12,6 | 24,0 | 33,6 | ||
Permissible shear load1) on an individual anchor without the influence of the edge distance | Tensile zone (cracked concrete C20/252), c ≥ 10 hef) | Vadm [kN] = C20/252) | 7,4 | 7,4 | 11,4 | 10,4 | 17,1 | 14,5 | 31,4 | 21,6 | 43,9 | 67,1 |
Compressive zone (uncracked concrete C20/252), c ≥ 10 hef) | 7,4 | 7,4 | 11,4 | 11,4 | 17,1 | 17,1 | 31,4 | 30,2 | 43,9 | 70,6 | ||
Permissible bending moment | Madm [Nm] | 14,9 | 14,9 | 29,7 | 29,7 | 52,6 | _ | 114,3 | _ | 231,6 | 448,8 | |
Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Assessment ETA-99/0011 | ||||||||||||
Fire resistance rating | F30 [kN] | 9,0 | _ | 15,0 | _ | 19,0 | _ | 30,0 | _ | _ | _ | |
F60 [kN] | 5,0 | _ | 9,0 | _ | 12,0 | _ | 15,0 | _ | _ | _ | ||
F90 [kN] | 1,8 | _ | 4,0 | _ | 5,0 | _ | 7,5 | _ | _ | _ | ||
F120 [kN] | 1,0 | _ | 2,0 | _ | 3,0 | _ | 6,0 | _ | _ | _ |
Characteristic values | |||||||||||
Anchor diameter [mm] | M8 | M10 | M12 | M16 | M20 | M24 | |||||
Standard effective anchorage depth/ Reduced effective anchorage depth | hef,/hef, red [mm] | 46 | 353) | 60 | 40 | 70 | 50 | 85 | 65 | 100 | 125 |
Embedment depth | hnom [mm] | 52 | 41 | 68 | 48 | 80 | 60 | 97 | 77 | 114 | 140 |
Axis distance | Scr,N [mm] | 138 | 105 | 180 | 120 | 210 | 150 | 255 | 195 | 300 | 375 |
Edge distance | Ccr,N [mm] | 69 | 52,5 | 90 | 60 | 105 | 75 | 127,5 | 97,5 | 150 | 187,5 |
Standard minimum member thickness | hstd ≥ [mm] | 100 | _ | 120 | _ | 140 | _ | 160 | _ | 200 | 250 |
Minimum axis distance Cracked concrete | smin ≥ [mm] | 40 | _ | 50 | _ | 60 | _ | 60 | _ | 95 | 125 |
Minimum axis distance Uncracked concrete | smin ≥ [mm] | 40 | _ | 50 | _ | 60 | _ | 65 | _ | 90 | 125 |
Minimum axis distance Cracked concrete | for c ≥ [mm] | 70 | _ | 75 | _ | 100 | _ | 100 | _ | 150 | 125 |
Minimum edge distance Cracked concrete | cmin ≥ [mm] | 40 | 40 | 50 | 65 | 60 | 65 | 80 | 100 | _ | _ |
Minimum edge distance Uncracked concrete | cmin ≥ [mm] | 50 | 40 | 90 | 65 | 75 | 100 | 90 | 170 | _ | _ |
Minimum edge distance Cracked concrete | for s ≥ [mm] | 80 | 185 | 115 | 180 | 140 | 250 | 180 | 250 | _ | _ |
Minimum edge distance Uncracked concrete | for s ≥ [mm] | 100 | 185 | 140 | 180 | 150 | 185 | 200 | 65 | _ | _ |
Nominal drill diameter | d0 [mm] | 8 | 10 | 12 | 16 | 20 | 24 |
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