High-performance anchor with hexagon screw
High-performance anchor W-HAZ steel zn ptd. type S
ANC-(W-HAZ/S)-(A2K)-50-M16X182
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- High load-bearing capacities
- Time-saving push-through installation
- Immediate load-bearing capacity — no waiting
- Torque-controlled expanding galvanised steel anchor
- 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)
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)
Datasheets(X)
CAD data (available after login)
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 | M16 |
Anchor length (l) | 182 mm |
Max. attachment height (t fix) | 50 mm |
Width across flats | 24 mm |
Nominal drill-bit diameter (d 0) | 24 mm |
Drill hole depth (h 1) | 130 mm |
Effective anchoring depth (h ef) | 100 mm |
Material | Steel |
Surface | Zinc plated |
Torque during anchoring (T inst) | 160 Nm |
Through-hole in the component to be connected (d f) | 26 mm |
| Performance data | |||||||||
| Anchor diameter [mm] | M6 | M8 | M10 | M12 | M16 | M16L | M20 | ||
| 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 | - | - | ||
| 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 | - | - | |
| 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 | ||||||||
| 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 |
| 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 |
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