Plastic frame anchor W-UR F 10 SymCon® with hexagon head bolt, A4 stainless steel
Plastic frame anchor W-UR F 10 SymCon A4 HEX head
ANC-(W-URF SYM)-PLA-A4-WS13-10-10X80
ZEBRA
KUNSTSTOFFRAHMENDÜBEL
Art.-no.
5911010302
EAN 4053479216737
-,--
price per selected packing unit | Individual prices for customers after login
price per selected packing unit | Individual prices for customers after login
Show availability in Würth trade store
In order to check the stock in a Würth branch, please log in.
If you have any questions, please call our service hotline at +49 7940 15-2400.
You are not yet a Würth customer or do not yet have access data to the Online Shop? Then register now in just a few steps. After a successful check of the entered data, you will have immediate access to the stock inquiry as well as all prices and can immediately order.
Exclusively for trade customers
Register now and access more than 125,000 products
Approved for high loads in concrete (individual fixing point), autoclaved aerated concrete and masonry
Almost no distortion of the wall plug body
- Low screw-in torque of the plug screw
- "Slight" spreading of the anchor
Reliable post-spreading characteristics
Enabled by geometry of the SymCon plug screw
Increased load introduction
Screwing in the SymCon screw results in optimum compression of the plastic of the plug screw (almost no back-cut)
Low assembly workload
Wall plug body and special screw are pre-assembled
Saves an additional U washer and prevents contact corrosion
Multiple insertion depths
- Concrete: 3 insertion depths (40, 50 and 70 mm)
- Masonry: 2 insertion depths (50 and 70 mm)
Proof of Performance
European Technical Approval ETA-11/0309
Notice
When anchoring in solid brick and solid sand-lime brick, we recommend performing pull-out tests due to differences in brick manufacturing
Application area
Metal substructures
Metal substructures
European Technical Approval ETA-11/0309
Product information
Datasheets(X)
Application area
Multiple attachment of non-load-bearing systems with approval
E.g. façade, ceiling, or roof substructures (made from wood or steel), pipelines, cable ducts, wooden beams, wooden slats, brackets, wall cabinets, shelves, etc.
Anchoring bases
- Standard concrete
- Aerated concrete
- Cladding
- Hollow-core prestressed concrete ceilings
- Masonry walls (solid brick, solid sand-lime brick, vertically perforated brick, perforated sand-lime brick, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, concrete bricks)
Anchor diameter | 10 mm |
Anchor length (l) | 80 mm |
Nominal drill-bit diameter (d 0) | 10 mm |
Through-hole in the component to be connected (d f) | 10.5 mm |
Fire resistance rating | 0 - not applicable |
Attachment height (t fix 1) | 40 mm |
Material of screw | Stainless steel A4 |
Head type | Hexagon washer head |
Approval | ETA-11/0309 |
Type description | W-UR F 10 SymCon A4, hexagonal bolt |
| Performance data for individual fixing point | |||||
| Anchor diameter [mm] | Würth W-UR 10 Symcon | ||||
| Perm. centric tension load1) on an individual anchor without the influence of the edge distance | Tensile zone (cracked concrete C20/252), s ≥ 135 mm c ≥ 70 mm) zinc-plated steel | Nadm [kN] = C20/252) | 30°C2)/50°C3) | 2,6 | 2,6 |
| 50°C2)/80°C3) | 2,4 | 2,4 | |||
| Compressive zone (uncracked concrete C20/252) s ≥ 135 mm c ≥ 70 mm) zinc-plated steel | 30°C2)/50°C3) | 2,6 | 2,6 | ||
| 50°C2)/80°C3) | 2,6 | 2,6 | |||
| Permissible shear load1) on an individual anchor without the influence of the edge distance | Tensile zone (cracked concrete C20/252), c ≥ 450 mm) zinc-plated steel | Vadm [kN] = C20/25 | 30°C2)/50°C3) | 5,4 | 5,0 |
| Compressive zone (uncracked concrete C20/252), c ≥ 450 mm) zinc-plated steel | 30°C2)/50°C3) | 5,4 | 5,0 | ||
| Permissible bending moment | Madm [Nm] | 30°C2)/50°C3) | 2,5 | ||
| 50°C2)/80°C3) | 2,14 | ||||
| Characteristic values | |||||
| Minimum axis distance | smin [mm] | 50 | |||
| Axis distance | scr,N [mm] | 135 | |||
| Minimum edge distance | cmin [mm] | 60 | |||
| Edge distance | ccr,N [mm] | 70 | |||
| Minimum member thickness | hmin ≥ [mm] | 110 | |||
| Nominal drill diameter | d0 [mm] | 10,0 | |||
| Drill cutting diameter | dcut ≤ [mm] | 10,45 | |||
| Drill hole depth | h1 ≥ [mm] | 80 | |||
| Length of anchor in drilled hole | hnom ≥ [mm] | 70 | |||
| Through hole in the component being connected | df ≤ [mm] | 10,5 | |||
| 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. For the combination of tensile and shear loads, please refer to ETAG 020 Appendix C 2) Maximum long-term temperature 3) Maximum short-term temperature | |||||
| Installation parameters: Concrete and masonry | ||||
| Anchor diameter [mm] | W-UR 10 SymCon | |||
| Nominal drill diameter | d0 [mm] | 10 | ||
| Drill cutting diameter | dcut ≤ [mm] | 10,45 | ||
| Drill hole depth | h1 ≥ [mm] | 50 | 60 | 80 |
| Embedment depth of the anchor sleeve | hnom [mm] | 40 | 50 | 70 |
| Through hole in the attachment | df ≤ [mm] | 10,5 | ||
| Performance data: Hollow-core prestressed concrete ceilings Multiple attachment of non-load-bearing systems | |||||
| Anchor diameter | [mm] | W-UR 10 SymCon | |||
| Mirror thickness | du [mm] | 25 | 30 | 35 | 40 |
| Hollow-core prestressed concrete1) Fadm ≥ C30/37 [kN] | 30°C2)/50°C3) | 0,4 | 0,8 | 1,2 | 1,6 |
| 50°C2)/80°C3) | |||||
| 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. For the combination of tensile and shear loads, please refer to ETAG 020 Appendix C 2) Maximum long-term temperature 3) Maximum short-term temperature | |||||
| Performance data: Masonry4) Multiple attachment of non-load-bearing systems (temperature range 50°C2)/80°C3)) For other types of brick, raw densities, minimum compressive strength, edge and axis distances or temperature ranges, please refer to the approval ETA-11/0309 | |||||
| Brick type | Brick format [mm] | Raw density class [kg/dm3] | Minimum compressive strength [N/mm2] | Fadm [kN]1)5) (for individual anchors or an anchor group) W-UR 10 SymCon | |
| Effective anchorage depth | hnom [mm] | 50 | 70 | ||
| Lightweight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims, Bisotherm | ≥NF (≥240x115x71) | ≥1.0 | 2 | 0,21 | - |
| 4 | 0,43 | - | |||
| ≥3DF (≥240x175x71) | 2 | - | 0,11 | ||
| 4 | - | 0,21 | |||
| Vertically perforated brick HLz6), EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann | ≥2DF (≥240x115x113) | ≥1.2 | 10 | - | 0,34 |
| 20 | - | 0,57 | |||
| ≥12DF (≥373x240x238) | 6 | - | 0,34 | ||
| 8 | - | 0,43 | |||
| 10 | - | 0,57 | |||
| Vertically perforated brick POROTON T8-306)), EN 771-1, T8: Z-17.1-982 Wienerberger, Schlagmann | ≥248x300x249 | ≥0.6 | 4 | - | 0,17 |
| 6 | - | 0,26 | |||
| 8 | - | 0,26 | |||
| Hollow sand-lime brick KSL6), EN 771-2, DIN 106-1 e.g. Xella | ≥2DF (≥240x115x113) | ≥1.4 | 6 | - | 0,26 |
| 8 | - | 0,34 | |||
| 10 | - | 0,43 | |||
| 12 | - | 0,57 | |||
| ≥8DF (≥249x240x238) | 6 | - | 0,21 | ||
| 8 | - | 0,26 | |||
| 10 | - | 0,34 | |||
| 12 | - | 0,43 | |||
| Hollow concrete block made of lightweight concrete 3K Hbl, EN 771-3, DIN 181516) e.g. Liapor | ≥16DF (≥498x240x238) | ≥0.7 | 2 | - | 0,17 |
| 4 | - | 0,34 | |||
| 6 | - | 0,34 | |||
| Aerated concrete EN 771-4, DIN 4165 | ≥499x100x249 | ≥0.3 | 2 | - | 0,18 |
| 3 | - | 0,26 | |||
| 4 | - | 0,34 | |||
| 5 | - | 0,42 | |||
| 6 | - | 0,5 | |||
| 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. For the combination of tensile and shear loads, please refer to ETAG 020 Appendix C 2) Maximum long-term temperature 3) Maximum short-term temperature 4) For other types of brick, raw densities, minimum compressive strengths or temperature ranges, please refer to the approval ETA-11/0309. 5) The brick geometry should be compared with the approval ETA-11/0309. 6) If the drill hole is created through impact or hammer action, the permissible load must be determined by tests on the structure. | |||||