Fixanchor W-FA/F
Fixanchor W-FA steel hot dip galvanized
ANC-(W-FA/F)-(HDG)-30/36-M10X105
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- Time-saving push-through installation
- Immediate load-bearing capacity — no waiting
- Torque-controlled expanding anchor made from hot dip galvanised steel
- Two anchorage depths — wide range of applications
ETA-02/0001 for individual fixing point, option 7, uncracked concrete
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
Datasheets(X)
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- Individual fixing point: Normal weight concrete C20/25 to C50/60 (uncracked concrete)
- Suitable for fastening metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, wooden structures, beams, purlins etc.
- For use in concrete < C20/25 and pressure-resistant natural stone (without approval)
- The anchor may be used for anchorages with predominantly static loads (e.g. tare weight, fittings, stored materials) or quasi-static loads (e.g. façades, staircase railings)
- W-FA/F may only be used in dry indoor conditions
 | |
Metric anchor diameter | M10 |
Anchor length (l) | 105 mm |
Material | Steel |
Surface | Hot dip galvanized |
Attachment height (t fix) | 30 mm |
Max. attachment height reduced (t fix, red) | 36 mm |
Attachment height (t fix 2) | 36 mm |
Drill hole depth (h 1) | 70 mm |
Drill hole depth reduced (h 1, red) | 65 mm |
Drill hole depth (h 1.2) | 65 mm |
Effective anchoring depth (h ef) | 48 mm |
Effective anchoring depth reduced (h ef, red) | 42 mm |
Effective anchoring depth (h ef 2) | 42 mm |
Embedding depth (h nom) | 62 mm |
Embedding depth (h nom,red) | 56 mm |
Width across flats | 17 mm |
Nominal drill-bit diameter (d 0) | 10 mm |
Torque during anchoring (T inst) | 30 Nm |
Through-hole in the component to be connected (d f) | 12 mm |
Thread length (L th) | 60 mm |
Approval | ETA-02/0001 |
| Anchor diameter [mm] | M6 | M8 | M10 | M12 | M16 | M20 | ||||||||
| Standard effective anchorage depth/reduced effective anchorage depth | hef/hef red [mm] | 40 | 30 | 44 | 35 | 48 | 42 | 65 | 50 | 82 | 64 | 100 | 78 | |
| Admissible centric tension load1) on an individual anchor without the influence of the edge distance | Compressive zone (uncracked concrete) C20/252), s ≥ 3 hef c ≥ 1.5 hef) | Nadm [kN] = C20/252) | 4,1 | 2,9 | 5,7 | 5,0 | 7,6 | 6,5 | 12,6 | 8,5 | 17,8 | 12,3 | 24 | 16,5 |
| Admissible shear load1) on an individual anchor without the influence of the edge distance | Compressive zone (uncracked concrete C20/252), c ≥ 10 hef) | Vadm [kN] = C20/252) | 2,9 | 2,9 | 6,3 | 5,0 | 8,0 | 6,5 | 14,3 | 8,5 | 23,6 | 23,6 | 37,1 | 33,1 |
| Admissible bending moment | Madm [Nm] | 5,1 | 5,1 | 13,1 | 13,1 | 25,7 | 25,7 | 44,6 | 44,6 | 99,9 | 99,9 | 195 | 195 | |
| Fire resistance rating (W-FA/S) | F30 [kN] | 0,9 | - | 1,4 | - | 2,2 | - | 3,2 | - | 6,0 | - | 10,0 | - | |
| F60 [kN] | 0,5 | - | 0,8 | - | 1,2 | - | 1,8 | - | 3,4 | - | 5,25 | - | ||
| F90 [kN] | 0,3 | - | 0,5 | - | 0,8 | - | 1,2 | - | 2,2 | - | 3,6 | - | ||
| F120 [kN] | 0,25 | - | 0,4 | - | 0,6 | - | 0,9 | - | 1,7 | - | 2,75 | - | ||
| 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. | ||||||||||||||
| Embedment depth | hnom/hnom,red [mm] | 49 | 39 | 56 | 47 | 62 | 56 | 82 | 67 | 102 | 84 | 121 | 99 |
| Nominal drill ∅ | d0 [mm] | 6 | 6 | 8 | 8 | 10 | 10 | 12 | 12 | 16 | 16 | 20 | 20 |
| Drill cutting ∅ | dcut ≤ [mm] | 6,4 | 6,4 | 8,45 | 8,45 | 10,45 | 10,45 | 12,5 | 12,5 | 16,5 | 16,5 | 20,55 | 20,55 |
| Drill hole depth | h1/h1,red ≥ [mm] | 55 | 45 | 65 | 55 | 70 | 65 | 90 | 75 | 110 | 95 | 130 | 110 |
| Through hole in the component being connected | df ≤ [mm] | 7 | 7 | 9 | 9 | 12 | 12 | 14 | 14 | 18 | 18 | 22 | 22 |
| Torque while installing anchor (W-FA/S, zinc-plated steel) | Tinst = [Nm] | 8 | 8 | 15 | 15 | 30 | 30 | 50 | 50 | 100 | 100 | 200 | 200 |
| Torque while installing anchor (W-FA/F, hot-dip galvanised steel) | Tinst = [Nm] | - | - | 15 | 15 | 30 | 30 | 40 | 40 | 90 | 90 | 120 | 120 |
| Uncracked concrete, option 7 (ETA-02/0001 - zinc-plated steel and hot-dip galvanised steel) | |||||||||||||
| Anchor diameter [mm] | M6 | M8 | M10 | M12 | M16 | M20 | |||||||
| Standard effective anchorage depth/reduced effective anchorage depth | hef/hef,red [mm] | 40 | 30 | 44 | 35 | 48 | 42 | 65 | 50 | 82 | 64 | 100 | 78 |
| Axis distance | scr,N [mm] | 120 | 90 | 132 | 105 | 144 | 126 | 195 | 150 | 246 | 192 | 300 | 234 |
| Edge distance | ccr,N [mm] | 60 | 45 | 66 | 53 | 72 | 63 | 98 | 75 | 123 | 96 | 150 | 117 |
| Minimum axis distance | smin [mm] | 35 | 35 | 40 | 40 | 55 | 55 | 75 | 100 | 90 | 100 | 105 | 140 |
| Minimum edge distance | cmin [mm] | 40 | 40 | 45 | 45 | 65 | 65 | 90 | 100 | 105 | 100 | 125 | 140 |
| Minimum member thickness | hmin [mm] | 100 | 80 | 100 | 80 | 100 | 100 | 130 | 100 | 170 | 130 | 200 | 160 |
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