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Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, A4 stainless steel - ANC-(W-UR SYM)-PLA-A4-AW40-30-10X100 Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, A4 stainless steel - ANC-(W-UR SYM)-PLA-A4-AW40-30-10X100
Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, A4 stainless steel - ANC-(W-UR SYM)-PLA-A4-AW40-30-10X100 - 1
Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, A4 stainless steel - ANC-(W-UR SYM)-PLA-A4-AW40-30-10X100 - 2

Plastic frame anchor W-UR 10 SymCon® with countersunk head screw, A4 stainless steel

Plstc frm anchor W-UR 10 SymCon A4 cntrsnk head
ANC-(W-UR SYM)-PLA-A4-AW40-30-10X100
ZEBRA
KUNSTATOFFRAHMENDÜBEL

Art.-no. 5911010103
EAN 4053479216751
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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

European Technical Approval ETA-11/0309

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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)

100 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)

60 mm

Material of screw

Stainless steel A4

Internal drive

AW40

Head type

Countersunk head

Approval

ETA-11/0309

Type description

W-UR 10 SymCon A4, 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]

506080

Embedment depth of the anchor sleeve

hnom [mm]

405070

Through hole in the attachment

df ≤ [mm]

10,5
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
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
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
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
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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