W-FAZ/S-UH Fixanchor with large washer for timber construction DIN EN ISO 7094 (DIN 440)
Fixanchor W-FAZ/S with large washer/wood cons.
ANC-(W-FAZ/S)-WSH-(A2K)-105-125-M12X200




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- High loads, small axis and edge distances
- Immediate load-bearing capacity – no waiting times
- Time-saving push-through installation
- Approval ETA-99/0011 for individual attachment, option 1, cracked and non-cracked concrete
- Fire resistance (M12 - M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature-time curve)
- Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)


Create the drill hole

10

Knock in anchor with mason's mallet or machine setting tool

Set anchor in place

Apply torque
- Approval ETA-99/0011 for individual attachment, option 1, cracked and non-cracked concrete
- Fire resistance (M12 - M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature-time curve)
- Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)
Datasheets(X)
CAD data (available after login)
Single mounting with approval
Normal concrete C20/25 to C50/60 (cracked and non-cracked concrete)
Optimal for mounting wood constructions, bars, etc.
Individual attachment without approval
Can be used in concrete < C20/25 and compression-proof natural stone
W-FAZ/S approved only for use in dry indoor room conditions
Metric anchor diameter | M12 |
Anchor length (l) | 200 mm |
Attachment height (t fix) | 105 mm |
Max. attachment height reduced (t fix, red) | 125 mm |
Effective anchoring depth (h ef) | 70 mm |
Effective anchoring depth reduced (h ef, red) | 50 mm |
Disc diameter x disc thickness | 44 x 4 mm |
Width across flats | 19 mm |
Nominal drill-bit diameter (d 0) | 12 mm |
Drill hole depth (h 1) | 90 mm |
Drill hole depth reduced (h 1, red) | 70 mm |
Material | Steel |
Surface | Zinc plated |
Torque during anchoring (T inst) | 45 Nm |
Through-hole in the component to be connected (d f) | 14 mm |
Approval | ETA-99/0011 |
Performance data | |||||||||||||
Anchor diameter [mm] | M8 | M10 | M12 | M16 | M20 | M24 | M27 | ||||||
Standard effective anchorage depth/ Reduced effective anchorage depth | hef/hef,red [mm] | 46 | 353) | 60 | 40 | 70 | 50 | 85 | 65 | 100 | 115 | 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 | 21,1 | 24,0 |
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 | 29,7 | 33,6 | ||
Admissible 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) | 7,0 | 7,0 | 11,5 | 10,4 | 17,1 | 14,5 | 31,4 | 21,6 | 37,1 | 59,2 | 67,1 |
Compressive zone (uncracked concrete C20/252), c ≥ 10 hef) | 7,0 | 7,0 | 11,5 | 11,5 | 17,1 | 17,1 | 31,4 | 30,2 | 37,1 | 65,1 | 94,1 | ||
Admissible bending moment | Madm [Nm] | 13,1 | 13,1 | 26,9 | 26,9 | 46,9 | 46,9 | 123,4 | 123,4 | 195,0 | 513,1 | 760,9 | |
For admissible load when exposed to fire (R30, R60, R90, R120), please refer to European Technical Assessment ETA-99/0011 |
Characteristic values | ||||||||||||
Anchor diameter [mm] | M8 | M10 | M12 | M16 | M20 | M24 | M27 | |||||
Standard effective anchorage depth/ Reduced effective anchorage depth | hef,/hef, red [mm] | 46 | 353) | 60 | 40 | 70 | 50 | 85 | 65 | 100 | 115 | 125 |
Embedment depth | hnom [mm] | 52 | 41 | 68 | 48 | 80 | 60 | 97 | 77 | 114 | 133 | 146 |
Axis distance | Scr,N [mm] | 138 | 105 | 180 | 120 | 210 | 150 | 255 | 195 | 300 | 345 | 375 |
Edge distance | Ccr,N [mm] | 69 | 52,5 | 90 | 60 | 105 | 75 | 127,5 | 97,5 | 150 | 172,5 | 187,5 |
Standard minimum member thickness | hstd ≥ [mm] | 100 | _ | 120 | _ | 140 | _ | 170 | _ | 200 | 230 | 250 |
Minimum axis distance Cracked concrete | smin ≥ [mm] | 40 | _ | 45 | _ | 60 | _ | 60 | _ | 95 | 100 | 125 |
Minimum axis distance Uncracked concrete | smin ≥ [mm] | 40 | _ | 45 | _ | 60 | _ | 65 | _ | 90 | 100 | 125 |
Minimum axis distance Cracked concrete | for c ≥ [mm] | 70 | _ | 70 | _ | 100 | _ | 100 | _ | 150 | 180 | 300 |
Minimum axis distance Uncracked concrete | for c ≥ [mm] | 80 | _ | 70 | _ | 120 | _ | 120 | _ | 180 | 180 | 300 |