Fixanchor W-FA/F
Fixanchor W-FA steel hot dip galvanized
ANC-(W-FA/F)-(HDG)-20/26-M10X95
Art.-no.
5932910095
EAN 4049557954189
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Stud anchor for standard applications in non-cracked concrete. Hot-dip galvanised steel
- 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
Proof of Performance
ETA-02/0001 for individual fixing point, option 7, uncracked concrete
Application area
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-02/0001 for individual fixing point, option 7, uncracked concrete
Product information
Datasheets(X)
Application area
- 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
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Metric anchor diameter | M10 |
Anchor length (l) | 95 mm |
Material | Steel |
Surface | Hot dip galvanized |
Attachment height (t fix) | 20 mm |
Attachment height (t fix 2) | 48 mm |
Drill hole depth (h 1) | 26 mm |
Drill hole depth (h 1.2) | 42 mm |
Effective anchoring depth (h ef) | 26 mm |
Effective anchoring depth (h ef 2) | 42 mm |
Width across flats | 10 mm |
Approval | ETA, ETA-02/0001 |
Performance data | ||||||||||||||
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 | - |
Characteristic values | |||||||||||||
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 |
Individual fixing point | |||||||||||||
Uncracked concrete, option 7 (ETA-02/0001 - zinc-plated steel and hot-dip galvanised steel) | |||||||||||||
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 |