High-performance anchor with stud bolts W-HAZ-B/A4
High-performance anchor W-HAZ-B/A4 sst
ANC-(W-HAZ/B)-A4-50-M8X130
Art.-no.
5932612104
EAN 4052703211715
-,--
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. Stainless steel A4
- High load-bearing capacities
- Time-saving push-through installation
- Immediate load-bearing capacity – no waiting
- Torque-controlled expanding A4 stainless 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 area
Individual fixing point with approval
- Normal weight concrete C20/25 to C50/60 (cracked and uncracked concrete, seismic performance category C1 and C2 for sizes M8-M16)
- Examples include metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, railings, machinery etc.
Individual fixing point without approval
For use in concrete < C20/25 and pressure-resistant natural stone
Can be used in dry indoor areas, outdoors (including in industrial atmospheres and close to the sea) or in wet rooms, provided that no particularly aggressive conditions are present
Metric anchor diameter | M8 |
Anchor length (l) | 130 mm |
Max. attachment height (t fix) | 50 mm |
Width across flats | 13 mm |
Nominal drill-bit diameter (d 0) | 12 mm |
Drill hole depth (h 1) | 80 mm |
Effective anchoring depth (h ef) | 60 mm |
Material | Stainless steel A4 |
| Performance data | ||||||
| Anchor diameter [mm] | M8 | M10 | M12 | M16 | ||
| Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Approval ETA-02/0031 | ||||||
| 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 spacing 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) | 13.7/ 12.6 | 20.5/ 19.4 | 24.5/ 24.5 | 34.3/ 34.3 |
| Compressive zone (uncracked concrete C20/252), c ≥ 10 hef) | 13.7/ 12.6 | 21.1/ 19.4 | 34.4/ 32.6 | 48.0/ 48.0 | ||
| Admissible bending moment W-HAZ-B/A4/ W-HAZ-S/A4 and W-HAZ-SK/A4 | Madm [Nm] | 14.9/ 11.9 | 29.7/ 23.8 | 52.6/ 42.1 | 132.6/ 106.2 | |
| 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 and the influence of the edge distance and anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Appendix C. 2) The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. | ||||||
| Characteristic values | ||||||
| Anchor diameter [mm] | M8 | M10 | M12 | M16 | ||
| Minimum spacing | smin ≥ [mm] | 50 | 60 | 70 | 80 | |
| for c ≥ [mm] | 80 | 120 | 140 | 180 | ||
| Spacing | 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 diameter | d0 [mm] | 12 | 15 | 18 | 24 | |
| Diameter of cutting edges | 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 | - | ||