High-performance anchor with hexagon screw
High-performance anchor W-HAZ steel zn ptd. type S
ANC-(W-HAZ/S)-(A2K)-25-M10X118
Art.-no.
0905215003
EAN 4038898660903
-,--
price per selected packing unit | Individual prices for customers after login
price per selected packing unit | Individual prices for customers after login
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Heavy-duty anchor for high loads in cracked and non-cracked concrete, clean finish on the attached part. Zinc-plated steel
- High load-bearing capacities
- Time-saving push-through installation
- Immediate load-bearing capacity — no waiting
- Torque-controlled expanding galvanised steel anchor
Proof of Performance
- ETA-02/0031 for individual attachment, option 1, cracked and non-cracked concrete, seismic performance category C1 and C2
- Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 1363-1:1999-10 (uniform temperature-time curve)
- Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-02/0031)
Application area
Create the drill hole
Clean the drill hole
- ETA-02/0031 for individual attachment, option 1, cracked and non-cracked concrete, seismic performance category C1 and C2
- Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 1363-1:1999-10 (uniform temperature-time curve)
- Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-02/0031)
Product information
Datasheets(X)
Application areaIndividual attachment with approval
Normal concrete C20/25 to C50/60 (cracked and non-cracked concrete, seismic performance category C1 and C2 for sizes M8–M20)
e.g. metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, railings, machines etc.
Individual attachment without approval
Can be used in concrete < C20/25 and compression-proof natural stone
W-HAZ/S approved only for use in dry indoor room conditions
Metric anchor diameter | M10 |
Anchor length (l) | 118 mm |
Max. attachment height (t fix) | 25 mm |
Width across flats | 17 mm |
Nominal drill-bit diameter (d 0) | 15 mm |
Drill hole depth (h 1) | 95 mm |
Effective anchoring depth (h ef) | 71 mm |
Material | Steel |
Surface | Zinc plated |
Torque during anchoring (T inst) | 50 Nm |
Through-hole in the component to be connected (d f) | 17 mm |
| Performance data | |||||||||
| Anchor diameter [mm] | M6 | M8 | M10 | M12 | M16 | M16L | M20 | ||
| 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 | 5,7 | 7,6 | 12,3 | 17,1 | 21,1 | 24,0 |
| Compressive zone (uncracked concrete C20/252)) minimum axis and edge distances (scr,sp ≥ 5 hef, ccr, sp ≥ 2.5 hef) | 7,6 | 9,5 | 14,3 | 17,2 | 24,0 | 29,6 | 33,5 | ||
| Admissible shear load1) on an individual anchor without the influence of the edge distance | Tensile zone (cracked concrete C20/252), c ≥ 10 hef) W-HAZ-B/S/W-HAZ-S/S and W-HAZ-SK/S | Vadm [kN] = C20/252) | 9.1/10.1 | 14.0/15.9 | 20.5/20.5 | 24.5/24.5 | 34.3/34.3 | 42.3/42.3 | 47.9/47.9 |
| Compressive zone (uncracked concrete C20/252), c ≥ 10 hef) W-HAZ-B/S/W-HAZ-S/S and W-HAZ-SK/S | 9.1/10.1 | 14.0/17.1 | 20.7/27.5 | 34.3/34.3 | 48.0/48.0 | 52.1/59.2 | 67.1/67.1 | ||
| Admissible bending moment | Madm [Nm] | 6,9 | 17,1 | 34,3 | 60 | 152 | 152 | 296,6 | |
| For admissible load when exposed to fire (R30, R60, R90, R120), please refer to European Technical Approval ETA-02/0031 | |||||||||
| Fire resistance rating | F30 [kN] | 1,8 | 2,6 | 7,0 | 10,0 | 16,0 | - | - | |
| F60 [kN] | 0,85 | 1,4 | 2,9 | 4,1 | 6,9 | - | - | ||
| F90 [kN] | 0,55 | 0,95 | 1,75 | 2,5 | 4,25 | - | - | ||
| F120 [kN] | 0,4 | 0,75 | 1,2 | 1,7 | 3,0 | - | - | ||
| 1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, on the influence of the edge distance, and on anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C. 2) The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. 3) For Würth W-HAZ-SK/S | |||||||||
| Characteristic values | ||||||||
| Minimum axis distance | smin ≥ [mm] | 50 | 50 | 60 | 70 | 100 | 100 | 125 |
| for c ≥ [mm] | 50 | 80 | 120 | 140 | 180 | 180 | 300 | |
| Axis distance | scr, N [mm] | 150 | 180 | 213 | 240 | 300 | 345 | 375 |
| Minimum edge distance | cmin ≥ [mm] | 50 | 60 | 70 | 80 | 100 | 100 | 180 |
| for s ≥ [mm] | 100 | 120 | 175 | 200 | 220 | 220 | 540 | |
| Edge distance | ccr, N [mm] | 75 | 90 | 106,5 | 120 | 150 | 172,5 | 187,5 |
| Minimum member thickness | hmin [mm] | 100 | 120 | 140 | 160 | 200 | 230 | 250 |
| Effective anchorage depth | hef [mm] | 50 | 60 | 71 | 80 | 100 | 115 | 125 |
| Nominal drill ∅ | d0 [mm] | 10 | 12 | 15 | 18 | 24 | 24 | 28 |
| Drill cutting ∅ | dcut ≤ [mm] | 10,45 | 12,5 | 15,5 | 18,5 | 24,55 | 24,55 | 28,55 |
| Drill hole depth | h1 ≥ [mm] | 65 | 80 | 95 | 105 | 130 | 145 | 160 |
| Through hole in the component being connected | df ≤ [mm] | 12 | 14 | 17 | 20 | 26 | 26 | 31 |
| Torque while installing anchor | Tinst = [Nm] | 15/103) | 30/253) | 50/553) | 80/703) | 160 | 160 | 280 |