Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, zinc-plated steel - ANC-(W-UR SYM)-PLA-AW40-(A2K)-160-10X230

Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, zinc-plated steel - ANC-(W-UR SYM)-PLA-AW40-(A2K)-160-10X230 - 1

Plastic frame anchor W-UR 10 SymCon<SUP>®</SUP> with countersunk head screw, zinc-plated steel - ANC-(W-UR SYM)-PLA-AW40-(A2K)-160-10X230 - 2

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

Name: Plastic frame anchor W-UR 10 SymCon ® with countersunk head screw, zinc-plated steel
Brand: Würth
SKU: 5911010009

Plastic frame anchor, W-UR 10 SymCon cntrsnk. head
ANC-(W-UR SYM)-PLA-AW40-(A2K)-160-10X230
ZEBRA

Art.-no. 5911010009

EAN 4053479213378

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

Art.-no. 5911010009

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Quantity

x 50 pcs

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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

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

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)	230 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)	190 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	d_cut≤ [mm]	10,45
Drill hole depth	h₁ ≥ [mm]	50	60	80
Embedment depth of the anchor sleeve	h_nom [mm]	40	50	70
Through hole in the attachment	d_f ≤ [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	d_u [mm]	25	30	35	40
Hollow-core prestressed concrete¹⁾F_adm ≥ 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 γ_F = 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	N_adm [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	V_adm [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		M_adm [Nm]	30°C²⁾/50°C³⁾	2,5
			50°C²⁾/80°C³⁾	2,14
Characteristic values
Minimum spacing		s_min [mm]	50
Spacing		s_cr,N [mm]	135
Minimum edge distance		c_min [mm]	60
Edge distance		c_cr,N [mm]	70
Minimum member thickness		h_min ≥ [mm]	110
Nominal drill diameter		d₀ [mm]	10,0
Diameter of cutting edges		d_cut ≤ [mm]	10,45
Drill hole depth		h₁ ≥ [mm]	80
Length of anchor in drill hole		h_nom ≥ [mm]	70
Through hole in the member being connected		d_f≤ [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	h_nom	[mm]	40	50	70
Centric tension load¹⁾for individual anchors or an anchor group	N_perm = C12/15 [kN]	30°C²⁾/50°C³⁾	1,4	1,6	2,4
	N_perm = C12/15 [kN]	50°C²⁾/80°C³⁾	1,2	1,4	2,0
	N_adm ≥ C16/20 [kN]	30°C²⁾/50°C³⁾	1,8	2,0	3,2
	N_adm ≥ C16/20 [kN]	50°C²⁾/80°C³⁾	1,6	1,8	3,0
Shear load¹⁾for individual anchors or an anchor group	V_perm	[kN]	5,3	5,3	5,3
Minimum member thickness	h_min	[mm]	80	90	110
Minimum axis distance⁴⁾	s_min [mm]	C12/15	70	70	70
Minimum axis distance⁴⁾	s_min [mm]	≥ C16/20	50	50	50
Minimum edge distance⁴⁾	C_min [mm]	C12/15	70	70	80
Minimum edge distance⁴⁾	C_min [mm]	≥ C16/20	50	50	60
Characteristic edge distance	C_cr,N [mm]	C12/15	80	80	80
Characteristic edge distance	C_cr,N [mm]	≥ 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 γ_F = 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]	F_adm [kN]¹⁾⁵⁾(for individual anchors or an anchor group) W-UR 10 SymCon
Effective anchorage depth	h_nom [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	-
	≥NF (≥240x115x71)		4	0,43	-
	≥3DF (≥240x175x71)		2	-	0,11
	≥3DF (≥240x175x71)		4	-	0,21
Vertically perforated brick HLz⁶), EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann	≥2DF (≥240x115x113)	≥1.2	10	-	0,34
	≥2DF (≥240x115x113)		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 γ_F = 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]	F_adm [kN]¹⁾⁵⁾(for individual anchors or an anchor group) W-UR 10 SymCom
Effective anchorage depth	h_nom [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
Solid sand-lime brick KS EN 771-2, DIN 106	≥NF (≥240x115x71)	≥2.0	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
	≥3DF (≥240x175x113)	≥2.0	20	-	1,29
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects of γ_F = 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.