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Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, zinc-plated steel - ANC-(W-UR SYM)-PLA-AW40-(A2K)-130-10X200 Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, zinc-plated steel - ANC-(W-UR SYM)-PLA-AW40-(A2K)-130-10X200
Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, zinc-plated steel - ANC-(W-UR SYM)-PLA-AW40-(A2K)-130-10X200 - 1
Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, zinc-plated steel - ANC-(W-UR SYM)-PLA-AW40-(A2K)-130-10X200 - 2

Plastic frame anchor W-UR 10 SymCon® with countersunk head screw, zinc-plated steel

Plastic frame anchor, W-UR 10 SymCon cntrsnk. head
ANC-(W-UR SYM)-PLA-AW40-(A2K)-130-10X200
ZEBRA

Art.-no. 5911010008
EAN 4053479213385
All versions

Prices for customers after login
Plastic frame anchor W-UR 10 SymCon® with countersunk head screw, zinc-plated steel

Art.-no. 5911010008

Prices for customers after login
Quantity
PU
x 50 pcs

Exclusively for trade customers

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Approved for high loads in concrete (individual fixing point), autoclaved aerated concrete and masonry

Virtually no movement of the anchor sleeve


  • 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
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

Product information

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Application area

Multiple attachment of non-load-bearing systems with approval


Suitable for fastening 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)

200 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)

160 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

Performance data: Concrete
Multiple attachment of non-load-bearing systems
Anchor diameter[mm]W-UR 10 SymCon
Shear load1)for individual anchors or an anchor groupVperm[kN]5,35,35,3
Minimum member thicknesshmin[mm]8090110
Minimum axis distance4)smin [mm]C12/15707070
≥ C16/20505050
Minimum edge distance4)Cmin [mm]C12/15707080
≥ C16/20505060
Characteristic edge distanceCcr,N [mm]C12/15808080
≥ C16/20606060
Embedment depth of the anchor sleevehnom[mm]405070
Centric tension load1)for individual anchors or an anchor groupNperm = C12/15 [kN]30°C2)/50°C3)1,41,62,4
50°C2)/80°C3)1,21,42,0
Nadm ≥ C16/20 [kN]30°C2)/50°C3)1,82,03,2
50°C2)/80°C3)1,61,83,0
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 strengths, edge and axis distances or temperature ranges, please refer to the approval ETA-11/0309
Brick typeBrick 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 depthhnom [mm] 5070
≥3DF
(≥240x175x113)		≥1.810-0,71
20-1,14
28-1,57
Solid sand-lime brick KS EN 771-2, DIN 106≥NF
(≥240x115x71)		≥2.0100,170,34
200,340,57
Normal weight concrete solid brick Vbn, EN 771-3, DIN 18153≥NF
(≥240x115x71)		≥2.0100,570,43
200,710,71
281,141,14
Lightweight concrete solid brick V and Vbl, EN 771-3, DIN 18152-100 e.g. Bisophon, Bisotherm≥3DF
(≥240x175x113)		≥2.010-0,86
201,29
Masonry brick Mz, EN 771-1, DIN 105≥NF
(≥240x115x71)		≥1.8100,430,21
200,430,34
280,710,57
360,860,71
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.
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 typeBrick 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 depthhnom [mm] 5070
Vertically perforated brick HLz6), EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann≥2DF
(≥240x115x113)		≥1.210-0,34
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≥0.64-0,17
6-0,26
8-0,26
Hollow sand-lime brick KSL6), EN 771-2, DIN 106-1 e.g. Xella≥2DF
(≥240x115x113)		≥1.46-0,26
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)		≥0.72-0,17
4-0,34
6-0,34
Aerated concrete EN 771-4, DIN 4165≥499x100x249≥0.32-0,18
3-0,26
4-0,34
5-0,42
6-0,5
Lightweight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims, Bisotherm≥NF
(≥240x115x71)		≥1.020,21-
40,43-
≥3DF
(≥240x175x71)		2-0,11
4-0,21
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: Hollow-core prestressed concrete ceilings
Multiple attachment of non-load-bearing systems
Anchor diameter[mm]W-UR 10 SymCon
Mirror thicknessdu [mm]25303540
Hollow-core prestressed concrete1) Fadm ≥ C30/37 [kN]30°C2)/50°C3)0,40,81,21,6
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

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]

506080

Embedment depth of the anchor sleeve

hnom [mm]

405070

Through hole in the attachment

df ≤ [mm]

10,5
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)2,62,6
50°C2)/80°C3)2,42,4
Compressive zone
(uncracked concrete C20/252)
s ≥ 135 mm c ≥ 70 mm)
zinc-plated steel		30°C2)/50°C3)2,62,6
50°C2)/80°C3)2,62,6
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)5,45,0
Compressive zone
(uncracked concrete C20/252),
c ≥ 450 mm)
zinc-plated steel		30°C2)/50°C3)5,45,0
Admissible bending momentMadm [Nm]30°C2)/50°C3)2,5
50°C2)/80°C3)2,14
Characteristic values
Minimum spacingsmin [mm]50
Spacingscr,N [mm]135
Minimum edge distancecmin [mm]60
Edge distanceccr,N [mm]70
Minimum member thicknesshmin ≥ [mm]110
Nominal drill diameterd0 [mm]10,0
Diameter of cutting edgesdcut ≤ [mm]10,45
Drill hole depthh1 ≥ [mm]80
Length of anchor in drill holehnom ≥ [mm]70
Through hole in the member being connecteddf ≤ [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

Art.-no.
Cust. Mat. No.

Hazardous Material

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