Fixing bolt anchor W-FA/S with long U washer for timber construction
Fixanchor W-FA steel zinc plated large washer
ANC-(W-FA/S)-WSH-(A2K)-200/218-M16X320
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- Time-saving push-through installation
- Immediate load-bearing capacity — no waiting
- Torque-controlled expanding galvanised steel anchor
- Two anchorage depths — wide range of applications
- ETA-02/0001 for individual attachment, Option 7, non-cracked concrete
- Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)
Create the drill hole
10
Knock in anchor with mason's mallet or machine setting tool
Set anchor in place
Apply torque
Datasheets(X)
CAD data (available after login)
- Fixing point: Normal weight concrete C20/25 to C50/60 (non-cracked concrete)
- Suitable for fastening metal structures, metal profiles, brackets, base plates, supports, cable trays, pipes, wooden structures, beams, purlins, etc.
- The anchor can be used for anchoring predominantly static loads (e.g. tare weight, fittings, stored materials) or quasi-static loads (e.g. façade, railings)
- W-FA/S may only be used in dry interior spaces
Metric anchor diameter | M16 |
Anchor length (l) | 320 mm |
Material | Steel |
Surface | Zinc plated |
Attachment height (t fix) | 200 mm |
Max. attachment height reduced (t fix, red) | 218 mm |
Attachment height (t fix 2) | 218 mm |
Drill hole depth (h 1) | 110 mm |
Drill hole depth reduced (h 1, red) | 95 mm |
Drill hole depth (h 1.2) | 95 mm |
Effective anchoring depth (h ef) | 82 mm |
Effective anchoring depth reduced (h ef, red) | 64 mm |
Effective anchoring depth (h ef 2) | 64 mm |
Embedding depth (h nom) | 102 mm |
Embedding depth (h nom,red) | 84 mm |
Washer diameter | 56 mm |
Width across flats | 24 mm |
Nominal drill-bit diameter (d 0) | 16 mm |
Torque during anchoring (T inst) | 100 Nm |
Through-hole in the component to be connected (d f) | 18 mm |
Thread length (L th) | 80 mm |
Approval | ETA-02/0001 |
Performance data | ||||||||||||||
Anchor diameter [mm] | M6 | M8 | M10 | M12 | M16 | M20 | ||||||||
F120 [kN] | 0,25 | - | 0,4 | - | 0,6 | - | 0,9 | - | 1,7 | - | 2,75 | - | ||
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 | - | ||
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. |
Individual fixing point | |||||||||||||
Anchor diameter [mm] | M6 | M8 | M10 | M12 | M16 | M20 | |||||||
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 |
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 |
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