Plastic frame anchor W-UR 14 SymCon<SUP>®</SUP> - ANC-(W-UR SYM)-AW50-(A2K)-140-170-14X240

Plastic frame anchor W-UR 14 SymCon^®

Name: Plastic frame anchor W-UR 14 SymCon ®
Brand: Würth
SKU: 0912814407

Plastic frame anchor, W-UR 14 SymCon cntrsnk. head
ANC-(W-UR SYM)-AW50-(A2K)-140-170-14X240
ZEBRA

Art.-no. 0912814407

EAN 4050642351417

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Plastic frame anchor W-UR 14 SymCon^®

Art.-no. 0912814407

Price for selected packaging unit

Quantity

x 25 pcs

Exclusively for trade customers

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Plastic frame anchor approved for high loads with special screw made of zinc plated steel with countersunk head and Symcon thread

Virtually no spinning of the anchor sleeve

Low installation torque of the screw

"Slight" expansion of the anchor

Safe follow-up expansion capability

Enabled by the geometry of the SymCon screw

Increased load transfer

Screwing in the SymCon screw ensures optimal compression of the anchor sleeve plastic (virtually no undercutting)

Less installation work

Anchor sleeve and special screw are pre-assembled

Proof of Performance

European Technical Approval ETA-11/0309, multiple attachment of non-load-bearing systems in concrete and masonry

Notice

For anchoring in solid brick and solid sand-lime brick, we recommend that you perform pull-out tests due to the differences in brick manufacturing

Lengths 330 mm, 360 mm and 390 mm are not pre-assembled

Drill perforated and hollow blocks in rotating gear (without impact mechanism)

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

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. façades, suspended ceilings, roof substructures (from wood or steel), wooden beams, wooden laths, angle brackets, wall-mounted cabinets, shelves etc.

Anchoring bases

Standard concrete

Masonry walls (solid brick, solid sand-lime brick, vertically perforated brick, hollow sand-lime brick, hollow lightweight concrete blocks, solid bricks and blocks made of lightweight concrete, concrete bricks)

Anchor diameter	14 mm
Anchor length (l)	240 mm
Nominal drill-bit diameter (d 0)	14 mm
Through-hole in the component to be connected (d f)	14.5 mm
Attachment height (t fix 1)	170 mm
Material of screw	Steel
Internal drive	AW50
Surface of the screw	Zinc plated
Head type	Countersunk head
Approval	ETA-11/0309
Type description	W-UR 14 SymCon, countersunk head screw

8	-	0,57
10	-	0,71
Vertically perforated brick HLz T14-24.0⁶⁾, EN 771-1, Z-17.1-651 e.g. Wienerberger	≥ 10DF (≥ 308 x 240 x 249)	≥ 0.7	6	-	0,17
Vertically perforated brick POROTON T8-30⁶⁾, POROTON T9-30⁶⁾, EN 771-1, T8: Z-17.1-982, T9: Z-17.1-674 Wienerberger, Schlagmann	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.6	6	-	0,43
	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.6	8	-	0,57
Vertically perforated brick POROTON S10⁶⁾, EN 771-1, Z-17.1-1017 Wienerberger, Schlagmann	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.75	8	-	0,43
Vertically perforated brick POROTON S11-30⁶⁾, EN 771-1, Z-17.1-812 Wienerberger, Schlagmann	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.9	8	-	0,71
Vertically perforated brick ThermoPlan MZ10⁶⁾, EN 771-1, Z-17.1-1015 Mein Ziegelhaus	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.75	8	0,57	0,71
Vertically perforated brick ThermoPlan TS^{2) 6)}, EN 771-1, Z-17.1-993 Mein Ziegelhaus	≥ 9DF (≥ 373 x 175 x 249)	≥ 0.9	6	-	0,43
	≥ 9DF (≥ 373 x 175 x 249)	≥ 0.9	8	-	0,57
			8	-	0,57
Vertically perforated brick POROTON S10⁶⁾, EN 771-1, Z-17.1-1017 Wienerberger, Schlagmann	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.75	8	-	0,43
Vertically perforated brick POROTON S11-30⁶⁾, EN 771-1, Z-17.1-812 Wienerberger, Schlagmann	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.9	8	-	0,71
Vertically perforated brick ThermoPlan MZ10⁶⁾, EN 771-1, Z-17.1-1015 Mein Ziegelhaus	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.75	8	0,57	0,71
Vertically perforated brick ThermoPlan TS²⁾⁶⁾, EN 771-1, Z-17.1-993 Mein Ziegelhaus	≥ 9DF (≥ 373 x 175 x 249)	≥ 0.9	6	0,11	0,11
			8	0,17	0,17
			10	0,21	0,21
			12	0,26	0,26
			20	0,43	0,43
Vertically perforated brick THERMOPOR TV 9-Plan⁶⁾, EN 771-1, Z-17.1-1006 Thermopor Ziegel-Kontor Ulm	≥ 247 x 300 x 249)	≥ 0.75	4	-	0,26
			6	-	0,43
			8	-	0,57
Hollow calcium silicate block KSL⁶⁾, EN 771-2, DIN 106-1 e.g. Xella	≥ 8DF (≥ 248 x 240 x 238)	≥ 1.4	6	-	0,34
			8	-	0,43
			10	-	0,57
			12	-	0,71
Hollow concrete block made of lightweight concrete 3K Hbl, EN 771-3, DIN 18151⁶⁾ e.g. Liapor	≥ 16DF (≥ 498 x 240 x 238)	≥ 0.7	2	-	0,14
			4	-	0,26
			6	-	0,43
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 transverse 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 strength 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.

Minimum member thickness	h_min	[mm]	110	140
Minimum axis distance⁴⁾	s_min [mm]	C12/15	85	85
Minimum axis distance⁴⁾	s_min [mm]	≥ C16/20	60	60
Minimum edge distance⁴⁾	c_min [mm]	C12/15	115	115
Minimum edge distance⁴⁾	c_min [mm]	≥ C16/20	80	80
Characteristic edge distance	c_cr,N [mm]	C12/15	110	140
Characteristic edge distance	c_cr,N [mm]	≥ C16/20	80	100
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 transverse loads, please refer to ETAG 020 Appendix C. ²⁾ Maximum long-term temperature. ³⁾ Maximum short-term temperature. ⁴⁾ The permissible load must be reduced.

270	200/170
300	230/200
330	260/230
360	290/260
390	320/290

Normal weight concrete solid brick Vbn, EN771-3, DIN 18153	≥ NF (≥ 240 x 115 x 71)	≥ 2.0	10	-	0,57
			20	-	0,86
			28	-	1,14
Normal weight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims Classic, Bisotherm	≥ 3DF (≥ 240 x 115 x 113)	≥ 2.0	10	-	1,14
	≥ 3DF (≥ 240 x 115 x 113)	≥ 2.0	20	-	1,57
Lightweight concrete solid brick V, EN 771-3, DIN 18152-100 e.g. BisoBims	≥ NF (≥ 240 x 115 x 71)	≥ 1.0	2	-	0,34
	≥ NF (≥ 240 x 115 x 71)	≥ 1.0	4	-	0,57
Vertically perforated brick HLz⁶⁾, EN 771-1, DIN 105 e.g. Wienerberger, Schlagmann	≥ 12DF (≥ 373 x 240 x 238)	≥ 1.2	6	-	0,43
			8	-	0,57
			10	-	0,71
Vertically perforated brick HLz T14-24.0⁶⁾, EN 771-1, Z-17.1-651 e.g. Wienerberger	≥ 10DF (≥ 308 x 240 x 249)	≥ 0.7	6	-	0,17
Vertically perforated brick POROTON T8-306), POROTON T9-306), EN 771-1, T8: Z-17.1-982, T9: Z-17.1-674 Wienerberger, Schlagmann	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.6	6	-	0,43
	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.6	8	-	0,57
Vertically perforated brick POROTON S10⁶⁾, EN 771-1, Z-17.1-1017 Wienerberger, Schlagmann	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.75	8	-	0,43
Vertically perforated brick POROTON S11-30⁶⁾, EN 771-1, Z-17.1-812 Wienerberger, Schlagmann	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.9	8	-	0,71
Vertically perforated brick ThermoPlan MZ10⁶⁾, EN 771-1, Z-17.1-1015 Mein Ziegelhaus	≥ 10DF (≥ 248 x 300 x 249)	≥ 0.75	8	0,5	0,71
Vertically perforated brick ThermoPlan TS²⁾⁶⁾, EN 771-1, Z-17.1-993 Mein Ziegelhaus	≥ 9DF (≥ 373 x 175 x 249)	≥ 0.9	6	0,11	0,11
			8	0,17	0,17
			10	0,21	0,21
			12	0,26	0,26
			20	0,43	0,43
Vertically perforated brick THERMOPOR TV 9-Plan⁶⁾, EN 771-1, Z-17.1-1006 Thermopor Ziegel-Kontor Ulm	≥ 247 x 300 x 249)	≥ 0.75	4	-	0,26
			6	-	0,43
			8	-	0,57
Hollow calcium silicate block KSL⁶⁾, EN 771-2, DIN 106-1 e.g. Xella	≥ 8DF (≥ 248 x 240 x 238)	≥ 1.4	6	-	0,34
			8	-	0,43
			10	-	0,57
			12	-	0,71
Hollow concrete block made of lightweight concrete 3K Hbl, EN 771-3, DIN 18151⁶⁾ e.g. Liapor	≥ 16DF (≥ 498 x 240 x 238)	≥ 0.7	2	-	0,14
			4	-	0,26
			6	-	0,43
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 transverse 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 strength 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.