Fixanchor W-FAZ/S
Fixanchor W-FAZ steel zinc plated
ANC-(W-FAZ/S)-(A2K)-10-30-M10X90
Art.-no.
5928210010
EAN 4046777127140
-
Show availability at another Würth Center
In order to check the stock in a Würth Oy branch, please log in.
If you have any questions, please call our service hotline at 010 308 6700.
Do you want to register as an Online Shop user?
Please go to the eShop registration page.
Exclusively for trade customers
Register and access more than 75 000 products
Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated
- High loads, small distance and edge distance
- Immediate load-bearing capacity, no waiting times
- Time-saving in-place installation
- Reduced effective anchorage depth
- Minimised drilling, time-saving
- Versatile applications
Proof of Performance
- ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)
- Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)
- Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)
Application area
Heavy steel structures
Fence systems
Post support bracket
Heavy steel structures
Fence systems
Post support bracket
Create the drill hole
10
Knock in anchor with mason's mallet or machine setting tool
Set anchor in place
Apply torque
- ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)
- Fire resistance (M8-M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)
- Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)
Product information
Datasheets(X)
Application area
Individual fixing point with approval
Standard concrete C20/25 to C50/60 (cracked and uncracked concrete, seismic performance category C1 and C2)
For the attachment of e.g. metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, railings, wooden structures, roof beams, etc.
Individual fixing point without approval
For use in concrete < C20/25 and pressure-resistant natural stone
W-FAZ/S may only be used in dry indoor room conditions
Metric anchor diameter | M10 |
Anchor length (l) | 90 mm |
Attachment height (t fix) | 10 mm |
Max. attachment height reduced (t fix, red) | 30 mm |
Effective anchoring depth (h ef) | 60 mm |
Effective anchoring depth reduced (h ef, red) | 40 mm |
Width across flats | 17 mm |
Nominal drill-bit diameter (d 0) | 10 mm |
Drill hole depth (h 1) | 75 mm |
Drill hole depth reduced (h 1, red) | 55 mm |
Material | Steel |
Surface | Zinc plated |
Torque during anchoring (T inst) | 25 Nm |
Through-hole in the component to be connected (d f) | 12 mm |
Approval | ETA-99/0011 |
| 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 | ||
| Permissible 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 | ||
| Permissible 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 | |
| Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Assessment ETA-99/0011 | |||||||||||||
| Fire resistance rating | F30 [kN] | 2,0 | - | 5,6 | - | 9,0 | - | 16,0 | - | - | - | - | |
| F60 [kN] | 1,0 | - | 2,2 | - | 3,5 | - | 7,0 | - | - | - | - | ||
| F90 [kN] | 0,65 | - | 1,3 | - | 2,0 | - | 4,3 | - | - | - | - | ||
| F120 [kN] | 0,5 | - | 0,8 | - | 1,3 | - | 3,0 | - | - | - | - | ||
| 1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γF = 1.4 have been taken into account. Please refer to the European Technical Approval Guidelines (ETAG), Appendix C, for information on combining tensile and shear loads, the influence of the edge distance and groups of anchors. 2) The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. 3) The use is limited to the anchorage of statically indeterminate systems. | |||||||||||||
| 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 |
| Minimum edge distance Cracked concrete | cmin ≥ [mm] | 40 | _ | 45 | _ | 60 | _ | 60 | _ | 95 | 100 | 180 |
| Minimum edge distance Uncracked concrete | cmin ≥ [mm] | 50 | _ | 50 | _ | 75 | _ | 80 | _ | 130 | 100 | 180 |
| Minimum edge distance Cracked concrete | for s ≥ [mm] | 80 | _ | 90 | _ | 140 | _ | 180 | _ | 200 | 220 | 540 |
| Minimum edge distance Uncracked concrete | for s ≥ [mm] | 100 | _ | 100 | _ | 150 | _ | 150 | _ | 240 | 220 | 540 |
| Reduced minimum member thickness | hmin [mm] | 80 | 80 | 100 | 80 | 120 | 100 | 140 | 140 | - | - | - |
| Minimum axis distance Cracked concrete | smin ≥ [mm] | 40 | 50 | 45 | 50 | 60 | 50 | 70 | 65 | - | - | - |
| Minimum axis distance Uncracked concrete | smin ≥ [mm] | 40 | 50 | 60 | 50 | 60 | 50 | 80 | 65 | - | - | - |
| Minimum axis distance Cracked concrete | for c ≥ [mm] | 70 | 60 | 90 | 100 | 100 | 160 | 160 | 170 | - | - | - |
| Minimum axis distance Uncracked concrete | for c ≥ [mm] | 80 | 60 | 140 | 100 | 120 | 160 | 180 | 170 | - | - | - |
| Minimum edge distance Cracked concrete | cmin ≥ [mm] | 40 | 40 | 50 | 65 | 60 | 65 | 80 | 100 | - | - | - |
| Minimum edge distance Uncracked concrete | cmin ≥ [mm] | 50 | 40 | 90 | 65 | 75 | 100 | 90 | 170 | - | - | - |
| Minimum edge distance Cracked concrete | for s ≥ [mm] | 80 | 185 | 115 | 180 | 140 | 250 | 180 | 250 | - | - | - |
| Minimum edge distance Uncracked concrete | for s ≥ [mm] | 100 | 185 | 140 | 180 | 150 | 185 | 200 | 65 | - | - | - |
| Nominal drill diameter | d0 [mm] | 8 | 10 | 12 | 16 | 20 | 24 | 28 | ||||
| Diameter of cutting edges | dcut ≤ [mm] | 8,45 | 10,45 | 12,5 | 16,5 | 20,55 | 24,55 | 28,55 | ||||
| Drill hole depth | h1 ≥ [mm] | 60 | 49 | 75 | 55 | 90 | 70 | 110 | 90 | 125 | 145 | 160 |
| Through hole in the component being connected | df ≤ [mm] | 9 | 12 | 14 | 18 | 22 | 26 | 30 | ||||
| Torque while installing anchor | Tinst = [Nm] | 20 | 25 | 45 | 90 | 160 | 200 | 300 | ||||