Plastic frame anchor W-UR F 10 SymCon<SUP>®</SUP> with hexagon head bolt, A4 stainless steel - ANC-(W-URF SYM)-PLA-A4-WS13-30-10X100

Plastic frame anchor W-UR F 10 SymCon<SUP>®</SUP> with hexagon head bolt, A4 stainless steel - ANC-(W-URF SYM)-PLA-A4-WS13-30-10X100 - 1

Plastic frame anchor W-UR F 10 SymCon<SUP>®</SUP> with hexagon head bolt, A4 stainless steel - ANC-(W-URF SYM)-PLA-A4-WS13-30-10X100 - 2

Plastic frame anchor W-UR F 10 SymCon^® with hexagon head bolt, A4 stainless steel

Name: Plastic frame anchor W-UR F 10 SymCon ® with hexagon head bolt, A4 stainless steel
Brand: Würth
SKU: 5911010303

Plastic frame anchor W-UR F 10 SymCon A4 HEX head
ANC-(W-URF SYM)-PLA-A4-WS13-30-10X100
ZEBRA
KUNSTSTOFFRAHMENDÜBEL

Art.-no. 5911010303

EAN 4053479216720

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Plastic frame anchor W-UR F 10 SymCon^® with hexagon head bolt, A4 stainless steel

Art.-no. 5911010303

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Quantity

x 40 pcs

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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

Product information

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

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)	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
Head type	Hexagon washer head
Approval	ETA-11/0309
Type description	W-UR F 10 SymCon A4, hexagonal bolt

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: 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
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
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
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: 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
Compressive zone (uncracked concrete C20/25²⁾, c ≥ 450 mm) zinc-plated steel	30°C²⁾/50°C³⁾	5,4	5,0
Permissible bending moment		M_adm [Nm]	30°C²⁾/50°C³⁾	2,5
			50°C²⁾/80°C³⁾	2,14
Characteristic values
Minimum axis distance		s_min [mm]	50
Axis distance		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
Drill cutting diameter		d_cut ≤ [mm]	10,45
Drill hole depth		h₁ ≥ [mm]	80
Length of anchor in drilled hole		h_nom ≥ [mm]	70
Through hole in the component being connected		d_f≤ [mm]	10,5
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	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
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	V_adm [kN] = C20/25	30°C²⁾/50°C³⁾	5,4	5,0
	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 refer to ETAG 020 Appendix C ²⁾ Maximum long-term temperature ³⁾ Maximum short-term temperature