High-performance anchor with hexagon head bolt W-HAZ-S/A4
High-performance anchor W-HAZ-S/A4 sst
ANC-(W-HAZ/S)-A4-95-M10X186
Register now and access more than 125,000 products
- High load-bearing capacities
- Time-saving push-through installation
- Immediate load-bearing capacity – no waiting
- Torque-controlled expanding A4 stainless 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)
Individual attachment with approval
Normal concrete C20/25 to C50/60 (cracked and non-cracked concrete, seismic performance category C1 and C2 for sizes M8–M16)
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
Approved for use in dry indoor areas and also outdoors (including industrial atmospheres and coastal areas) or in damp rooms, provided that no particularly aggressive conditions are present
Metric anchor diameter | M10 |
Anchor length (l) | 186 mm |
Max. attachment height (t fix) | 95 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 | Stainless steel A4 |
| Anchor diameter [mm] | M8 | M10 | M12 | M16 | ||
| 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) | 4,3 | 7,6 | 12,3 | 17,1 |
| Compressive zone (uncracked concrete C20/252)) minimum axis and edge distances (scr,sp ≥ 3 hef, ccr, sp ≥ 1.5 hef) | 7,6 | 11,9 | 16,7 | 24,0 | ||
| 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) | 12,6 | 19,4 | 24,5 | 34,3 |
| Compressive zone (uncracked concrete C20/252), c ≥ 10 hef) | 12,6 | 19,4 | 32,6 | 48,0 | ||
| Admissible bending moment | Madm [Nm] | 11,9 | 23,8 | 42,1 | 106,2 | |
| For admissible load when exposed to fire (R30, R60, R90, R120), please refer to European Technical Approval ETA-02/0031 | ||||||
| 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. | ||||||
| Anchor diameter [mm] | M8 | M10 | M12 | M16 | ||
| Minimum axis distance | smin ≥ [mm] | 50 | 60 | 70 | 80 | |
| for c ≥ [mm] | 80 | 120 | 140 | 180 | ||
| Axis distance | Scr,N [mm] | 180 | 213 | 240 | 300 | |
| Minimum edge distance | cmin ≥ [mm] | 50 | 60 | 70 | 80 | |
| for s ≥ [mm] | 80 | 120 | 160 | 200 | ||
| Edge distance | ccr,N [mm] | 90 | 106,5 | 120 | 150 | |
| Minimum member thickness | hmin [mm] | 120 | 140 | 160 | 200 | |
| Effective anchorage depth | hef [mm] | 60 | 71 | 80 | 100 | |
| Nominal drill ∅ | d0 [mm] | 12 | 15 | 18 | 24 | |
| Drill cutting ∅ | dcut ≤ [mm] | 12,5 | 15,5 | 18,5 | 24,55 | |
| Drill hole depth | h1 ≥ [mm] | 80 | 95 | 105 | 130 | |
| Through hole in the component being connected | df ≥ [mm] | 14 | 17 | 20 | 26 | |
| Torque while installing anchor | W-HAZ-B/A4 | Tinst = [Nm] | 35 | 55 | 90 | 170 |
| W-HAZ-S/A4 | 30 | 50 | 80 | 170 | ||
| W-HAZ-SK/A4 | 17,5 | 42,5 | 50 | - | ||
Last viewed
Hex head screw with shank ISO 4014, steel 8.8, zinc-plated, blue passivated (A2K)
Hexagon Socket Head Cap Screw with centre, with low head DIN 6912, steel 8.8, zinc-plated blue passivated (A2K)
Segmented construction site diamond cutting disc
Threaded fitting DIN 976-1 (shape A) with standard metric ISO thread, zinc-plated steel 4.8, blue passivated
90° angled tube cable lug Standard (similar to DIN)
Front nozzle
Vulcanised fibre disc Aluminium oxide fibre disc with TOP SIZE active grinding layer for machining stainless steel.
Hexagon Socket Head Cap Screw ISO 4762/DIN 912, steel 10.9, zinc-plated, blue passivated (A2K)
Nature shorts
Padlock S5