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W-UR 10 SymCon plastic frame fixing with zinc plated steel countersunk head screw and SymCon thread

Plastic frame anchor, W-UR 10 SymCon cntrsnk. head
ANC-(W-UR SYM)-PLA-AW40-(A2K)-90-10X160
ZEBRA

Art.-no. 5911010006
EAN 4052712325076
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Special anchor geometry and immediate load-bearing capacity with ETA assessment for masonry, autoclaved aerated concrete and concrete

Optimal installation properties


  • Concrete specialist due to general type approval for individual fixing point in concrete

  • Virtually no spinning of the anchor sleeve due to low installation torque and expansion

  • Reliable follow-up expansion capability due to ingenious anchor geometry

  • Earthquake-proof anchoring in concrete, tested and approved

  • Minimal installation work because the anchor sleeve and special screw are pre-assembled

  • Does not require an additional U-washer and prevents contact corrosion

  • Virtually no undercutting due to optimal compression of the anchor sleeve by screwing in the screw

  • Improved load transmission through even, continuous load transfer across the entire expansion area


Multiple embedment depths


  • Concrete: Three embedment depths (40, 50 and 70 mm)

  • Masonry: Two embedment depths (50 and 70 mm)
Proof of Performance

European Technical Approval ETA-11/0309

Notice
  • The screw length should correspond to the length of the anchor plus the diameter of the screw

  • Use wood or chipboard screws without an optimised thread tip (drill tip, counter thread, ring thread etc.)

  • When anchoring in solid brick and solid sand-lime block, we recommend performing pull-out tests due to differences in brick manufacturing
Application area
Metal substructures
Create the drill hole
Clean the drill hole

Set anchor and screw

Screw in the screw

Screw in screw until flush
Create the drill hole
Clean the drill hole
Set anchor and screw
Screw in the screw
Screw in screw until flush

European Technical Approval ETA-11/0309

Application area
  • Suitable for fastening façade, ceiling and roof substructures (made of wood or steel), pipes, cable ducts, wooden beams, wooden laths, angle brackets, wall-mounted cabinets, shelves etc.

  • Suitable for anchoring in normal weight concrete, autoclaved aerated concrete, cladding, hollow-core prestressed concrete slabs and masonry walls (including solid brick, solid sand-lime blocks, vertically perforated brick, hollow sand-lime blocks, hollow lightweight concrete blocks, solid lightweight concrete blocks)
Instructions
  • Drill perforated and hollow concrete blocks with a rotary drill (without hammer mechanism)

  • Drill cuttings must be removed from the drill hole

  • Installation temperature in base material ≥ -20 °C

  • Installation temperature of the anchor sleeve ≥ 0 °C

Anchor diameter

10 mm

Anchor length (l)

160 mm

Nominal drill-bit diameter (d 0)

10 mm

Through-hole in the component to be connected (d f)

10.5 mm

Attachment height (t fix 1)

120 mm

Material of screw

Steel

Internal drive

AW40

Surface of the screw

Zinc plated

Head type

Countersunk head

Approval

ETA-11/0309

Type description

W-UR 10 SymCon, countersunk head screw

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 for individual fixing point
Anchor diameter [mm] Würth W-UR 10 Symcon
Admissible 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
Admissible 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
Admissible bending moment Madm [Nm] 30°C2)/50°C3) 2,5
50°C2)/80°C3) 2,14
Characteristic values
Minimum spacing smin [mm] 50
Spacing 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
Diameter of cutting edges dcut ≤ [mm] 10,45
Drill hole depth h1 ≥ [mm] 80
Length of anchor in drill hole hnom ≥ [mm] 70
Through hole in the member 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
Performance data: Concrete
Multiple attachment of non-load-bearing systems
Anchor diameter [mm] W-UR 10 SymCon
Embedment depth of the anchor sleeve hnom [mm] 40 50 70
Centric tension load1)for individual anchors or an anchor group Nperm = C12/15 [kN] 30°C2)/50°C3) 1,4 1,6 2,4
50°C2)/80°C3) 1,2 1,4 2,0
Nadm ≥ C16/20 [kN] 30°C2)/50°C3) 1,8 2,0 3,2
50°C2)/80°C3) 1,6 1,8 3,0
Shear load1)for individual anchors or an anchor group Vperm [kN] 5,3 5,3 5,3
Minimum member thickness hmin [mm] 80 90 110
Minimum axis distance4) smin [mm] C12/15 70 70 70
≥ C16/20 50 50 50
Minimum edge distance4) Cmin [mm] C12/15 70 70 80
≥ C16/20 50 50 60
Characteristic edge distance Ccr,N [mm] C12/15 80 80 80
≥ C16/20 60 60 60
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 note ETAG 020 Appendix C
2) Maximum long-term temperature
3) Maximum short-term temperature
4) Permissible load must be reduced
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.
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 strengths, 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 SymCom
Effective anchorage depth hnom [mm] 50 70
Masonry brick Mz, EN 771-1, DIN 105 ≥NF
(≥240x115x71) 		≥1.8 10 0,43 0,21
20 0,43 0,34
28 0,71 0,57
36 0,86 0,71
≥3DF
(≥240x175x113) 		≥1.8 10 - 0,71
20 - 1,14
28 - 1,57
Solid sand-lime brick KS EN 771-2, DIN 106 ≥NF
(≥240x115x71) 		≥2.0 10 0,17 0,34
20 0,34 0,57
Normal weight concrete solid brick Vbn, EN 771-3, DIN 18153 ≥NF
(≥240x115x71) 		≥2.0 10 0,57 0,43
20 0,71 0,71
28 1,14 1,14
Lightweight concrete solid brick V and Vbl, EN 771-3, DIN 18152-100 e.g. Bisophon, Bisotherm ≥3DF
(≥240x175x113) 		≥2.0 10 - 0,86
20 1,29
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.

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