Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M12

Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M12 - 1

Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M12 - 2

Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M12 - 3

Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M12 - 4

Drop-in anchor W-ED/S

Name: Drop-in anchor W-ED/S
Brand: Würth
SKU: 090401012

Wedge anchor W-ED/S steel zinc plated
ANC-(W-ED/S)-(A2K)-M12

Art.-no. 090401012

EAN 4066443143663

All versions

Similar products

Prices for customers after login

Drop-in anchor W-ED/S

Art.-no. 090401012

Prices for customers after login

Quantity

Exclusively for trade customers

Login/Register
Call customer service: +971 50 8582034

Female thread anchor with metric thread for economical anchoring in concrete, zinc-plated steel

Small drill hole depth

High load-bearing capacities

Visual setting check and hand protection when installing with the marking/expander tool

Mechanical setting tool makes installation quicker and easier

Immediate load-bearing capacity – no waiting

Attached part can easily be removed at any time

The attached part can be anchored with a fastening screw or a threaded rod

No installation torque required

The stop bit used with the attachable expander tool makes it quicker and easier to install. The matching drill holes make the installation even more secure.

Proof of Performance

ETA-02/0044 for individual fixing point, option 7, uncracked concrete

ETA-05/0120 for anchors in a redundant non-structural system, uncracked and cracked concrete, M6-M16

Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (UTTC - uniform temperature time curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-05/0120)

Notice

Drive-in anchor W-ED/A4 see [13.2]

Drive-in anchor W-ED, M12 (for core drills), and W-ED, DW15, see [13.3]

Application area

Suspended ceilings

Drill the hole

Clean the drill hole

Knock in anchor until flush

Anchor with expander tool

Fit component, apply torque

ETA-02/0044 for individual fixing point, option 7, uncracked concrete

ETA-05/0120 for anchors in a redundant non-structural system, uncracked and cracked concrete, M6-M16

Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (UTTC - uniform temperature time curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-05/0120)

Product information

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

Application area

Individual fixing point: Normal weight concrete C20/25 to C50/60 (uncracked concrete)

Anchors in a redundant non-structural system: Anchorage of non-load-bearing systems (M6-M16, cracked and uncracked concrete)

E.g. threaded rods, metal structures, metal profiles, lattices, cable conduits, pipes, mounting rails etc.

For use in concrete < C20/25 and pressure-resistant natural stone (without approval)

May only be used in dry indoor conditions

Anchor diameter	12 mm
Anchor length (L H)	50 mm
Min./max. required screw-in depth	13-18 mm
Material	Steel
Surface	Zinc plated
Nominal drill-bit diameter (d 0)	15 mm
Drill hole depth (h 0)	50 mm
Effective anchoring depth (h ef)	50 mm
Torque during anchoring (T inst)	35 Nm
Through-hole in the component to be connected (d f)	14 mm
Approval	ETA-02/0044 ETA-05/0120

Performance data (screw 5.6-8.8)
Anchor diameter [mm]			M5⁸⁾	M6⁸⁾	M8 x 30⁸⁾	M8 x 40	M10 x 30⁸⁾
F120 [kN]	-	0,3	0,3	0,6	-
Admissible centric tension load¹⁾ on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25²⁾, s ≥ 3 hef, c ≥ cmin)	N_adm [kN] = C20/25²⁾	F_rec1.4	3,3	3,3	3,6	3,3
Admissible shear load¹⁾on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25²⁾, c ≥ 10 hef)	V_adm [kN] = C20/25^{2) 3)}	F_rec1.5	2,1	3,9	3,9	4,0
Anchors in a redundant non-structural system in concrete⁴⁾		F_adm [kN] ≥ C20/25		1,2	1.7⁹⁾	2.0⁹⁾	2.0⁹⁾
Admissible bending moment ⁵⁾uncracked concrete/anchors in a redundant non-structural system		M_adm [Nm]	-	3.3/ 3.3	8.1/ 8.1		15.8/ 15.8
Admissible load when exposed to fire ⁴⁾ (Technical Report TR 020) For axis and edge distances, see European Technical Approval ETA-05/0120		R30; F_adm [kN]	-	0,8	0,9	1,5	0,9
		R60; F_adm [kN]	-	0,8	0,9	1,5	0,9
		R90; F_adm [kN]	-	0,4	0,9	0,9	0,9
		R120; F_adm [kN]	-	0,3	0,5	0,5	0,7
Fire resistance rating⁶⁾ according to UTTC (uniform temperature time curve)		F30 [kN]	-	1,7	1,7	3,0	-
		F60 [kN]	-	0,7	0,7	1,5	-
		F90 [kN]	-	0,4	0,4	0,8	-
		¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γ_F = 1.4 have been taken into account. For information on combining tensile and shear loads, on the influence of the edge distance, and on anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ Steel quality 5.6. With a higher steel quality, higher shear load values apply. ⁴⁾ The admissible loads have been determined without the influence of the axis and edge distances and apply to screws with steel quality ≥ 5.6. ⁵⁾ Steel quality 5.6. With a higher steel quality, higher admissible bending moments apply. ⁶⁾ Fire resistance rating: Drop-in anchor W-ED/S in conjunction with screws of strength classes ≥ 5.6. ⁷⁾ Without approval. ⁸⁾ Only for use in statically indeterminate systems and dry indoor areas. ⁹⁾ Number of attachment points ≥ 3 and at least 1 anchor per attachment point results in a load per attachment point of F_adm ≤ 1.4 kN or number of attachment points ≥ 4 and at least 1 anchor per attachment point results in a load per attachment point of F_adm ≤ 2.1 kN. The admissible loads can be increased if the design shows that the requirements governing the strength and rigidity of the component to be attached remain satisfied even after the failure of an anchor in terms of the limit state of serviceability and load-bearing capacity.

Performance data (screw 5.6-8.8)
Anchor diameter [mm]			M10 x 40	M12	M16	M20
Fire resistance rating⁶⁾ according to UTTC (uniform temperature time curve)		F30 [kN]	4,7	6,9	12,5	18,0
		F60 [kN]	2,4	3,5	5,6	8,5
		F90 [kN]	1,3	1,8	3,5	5,5
		F120 [kN]	1,0	1,4	2,5	4,4
Admissible centric tension load¹⁾ on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25²⁾, s ≥ 3 hef, c ≥ cmin)	N_adm [kN] = C20/25²⁾	5,1	7,1	10,5	14,3
Admissible shear load¹⁾on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25²⁾, c ≥ 10 hef)	V_adm [kN] = C20/25^{2) 3)}	4,1	9,0	16,8	26,2
Anchors in a redundant non-structural system in concrete⁴⁾		F_adm [kN] ≥ C20/25	2.0⁹⁾	2.4⁹⁾	6.3⁹⁾	-
Admissible bending moment ⁵⁾uncracked concrete/anchors in a redundant non-structural system		M_adm [Nm]		27.8/ 27.8	71.0 71.0	138,6
Admissible load when exposed to fire ⁴⁾ (Technical Report TR 020) For axis and edge distances, see European Technical Approval ETA-05/0120		R30; F_adm [kN]	1,5	1,5	4,0	-
		R60; F_adm [kN]	1,5	1,5	4,0	-
		R90; F_adm [kN]	1,5	1,5	3,7	-
		R120; F_adm [kN]	1,0	1,2	2,4	-
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γ_F = 1.4 have been taken into account. For information on combining tensile and shear loads, on the influence of the edge distance, and on anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ Steel quality 5.6. With a higher steel quality, higher shear load values apply. ⁴⁾ The admissible loads have been determined without the influence of the axis and edge distances and apply to screws with steel quality ≥ 5.6. ⁵⁾ Steel quality 5.6. With a higher steel quality, higher admissible bending moments apply. ⁶⁾ Fire resistance rating: Drop-in anchor W-ED/S in conjunction with screws of strength classes ≥ 5.6. ⁷⁾ Without approval. ⁸⁾ Only for use in statically indeterminate systems and dry indoor areas. ⁹⁾ Number of attachment points ≥ 3 and at least 1 anchor per attachment point results in a load per attachment point of F_adm ≤ 1.4 kN or number of attachment points ≥ 4 and at least 1 anchor per attachment point results in a load per attachment point of F_adm ≤ 2.1 kN. The admissible loads can be increased if the design shows that the requirements governing the strength and rigidity of the component to be attached remain satisfied even after the failure of an anchor in terms of the limit state of serviceability and load-bearing capacity.

Installation parameters
		M5⁷⁾	M6	M8 x 30	M8 x 40	M10 x 30	M10 x 40	M12	M16	M20
Thread depth (max. length of thread engagement)	L_th [mm]	10	13	13	20	12	15	18	23	34
Minimum length of thread engagement	L_sdmin ≤ [mm]	6	7	9	9	10	11	13	18	22
Torque while installing anchor	T_inst ≤ [mm]	3	4	8	8	15	15	35	60	120
Minimum axis distance	s_min [mm]	60	55	60	80	100	100	120	150	160
Minimum edge distance	c_min [mm]	95	95	95	95	115	135	165	200	260
Minimum member thickness	h_min [mm]	100	100	100	100	120	120	130	160	200
Effective anchorage depth	h_ef [mm]	25	30	30	40	30	40	50	65	80
Nominal drill ∅	d₀ [mm]	8	8	10	10	12	12	15	20	25
Drill cutting ∅	d_cut ≤ [mm]	8,45	8,45	10,45	10,45	12,5	12,5	15,5	20,55	25,55
Drill hole depth	h₀ = [mm]	25	30	30	40	30	40	50	65	80
Through hole in the component being connected	d_f ≤ [mm]	6	7	9	9	12	12	14	18	22

Installation parameters in concrete
Anchor size [mm]		M5x25¹⁾	M6x25	M6x30	M8x25	M8x30	M8x40
Minimum edge distance	c_min [mm]	-	60	-	100	-	-
Effective anchorage depth	h_ef [mm]	25	25	30	25	30	40
Nominal drill ∅	d₀[mm]	8	8	8	10	10	10
Drill cutting ∅	d_cut ≤ [mm]	8,45	8,45	8,45	10,45	10,45	10,45
Drill hole depth	h₀ = [mm]	25	25	30	25	30	40
Through hole in the component being connected	d_f ≤ [mm]	6	7	7	9	9	9
Thread depth (max. length of thread engagement)	L_th [mm]	10	12	13	12	13	20
Minimum length of thread engagement	L_sdmin ≤ [mm]	6	6	7	8	9	9
Torque while installing anchor	T_inst ≤ [Nm]	3	4	4	8	8	8
Standard component thickness	h_min,2 [mm]	100	100	100	100	100	100
Characteristic axis distance of uncracked concrete/anchors in a redundant non-structural system	scr,N/scr	75/–	–/75	90/130	–/75	90/80	120/210
Characteristic edge distance of uncracked concrete/anchors in a redundant non-structural system	ccr,N/ccr	³⁾/–	–/³⁾	³⁾/³⁾	–/³⁾	³⁾/³⁾	³⁾/105
Minimum axis distance	s_min[mm]	60	30	55	50	60	80
Minimum edge distance	c_min [mm]	95	60	95	100	95	95
Minimum member thickness	h_min,1 [mm]	-	80	-	80	-	-
Minimum axis distance	s_min [mm]	-	30	-	70	-	-
¹⁾ Without approval ²⁾ Drill hole must not cut into hollow cavities ³⁾ Not relevant, as the minimum value is higher.

Installation parameters in concrete
Anchor size [mm]		M10x25	M10x30	M10x40	M12x25	M12x50	M16x65	M20x80
Minimum axis distance	s_min [mm]	70	-	-	100	-	-	-
Effective anchorage depth	h_ef [mm]	25	30	40	25	50	65	80
Nominal drill ∅	d₀[mm]	12	12	12	15	15	20	25
Drill cutting ∅	d_cut ≤ [mm]	12,5	12,5	12,5	15,5	15,5	20,55	25,55
Drill hole depth	h₀ = [mm]	25	30	40	25	50	65	80
Through hole in the component being connected	d_f ≤ [mm]	12	12	12	14	14	18	22
Thread depth (max. length of thread engagement)	L_th [mm]	12	12	15	12	18	23	34
Minimum length of thread engagement	L_sdmin ≤ [mm]	10	10	11	12	13	18	22
Torque while installing anchor	T_inst ≤ [Nm]	15	15	15	35	35	60	120
Standard component thickness	h_min,2 [mm]	100	120	120	100	130	160	200
Characteristic axis distance of uncracked concrete/anchors in a redundant non-structural system	scr,N/scr	–/75	³⁾/230	120/170	–/–	150/170	195/400	240/–
Characteristic edge distance of uncracked concrete/anchors in a redundant non-structural system	ccr,N/ccr	–/³⁾	³⁾/115	³⁾/³⁾	–/³⁾	³⁾/³⁾	³⁾/200	³⁾/–
Minimum axis distance	s_min[mm]	60	100	100	100	120	150	160
Minimum edge distance	c_min [mm]	100	115	135	110	165	200	260
Minimum member thickness	h_min,1 [mm]	80	-	-	80	-	-	-
Minimum edge distance	c_min [mm]	100	-	-	130	-	-	-
¹⁾ Without approval ²⁾ Drill hole must not cut into hollow cavities ³⁾ Not relevant, as the minimum value is higher.

Performance data in uncracked concrete - individual fixing point (screw 4.6-8.8)
Anchor size [mm]			M5x25¹⁾⁶⁾	M6x30⁶⁾	M8x30⁶⁾	M8x40	M10x30⁶⁾
F120 [kN]	-	0,3	0,3	0,6	-
Admissible centric tension load³⁾on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25⁴⁾, s ≥ 3 h_ef, c ≥ c_min)	N_adm [kN] = C20/24⁴⁾	F_rec1.4	3,3	3,3	3,6	3,3
Admissible shear load³⁾on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25⁴⁾, s ≥ 3 h_ef, c ≥ c_min)	V_adm [kN] = C20/24⁴⁾⁵⁾	F_rec1.5	2,1	3,9	3,9	4,0
Admissible bending moment⁷⁾		M_adm [Nm]	-	3,3	8,1		15,8
Fire resistance⁸⁾ according to UTTC (uniform temperature time curve)		F30 [kN]	-	1,7	1,7	3,0	-
		F60 [kN]	-	0,7	0,7	1,5	-
		F90 [kN]	-	0,4	0,4	0,8	-

Performance data in uncracked concrete - individual fixing point (screw 4.6-8.8)
Anchor size [mm]			M10x40	M12x50	M16x65	M20x80
Admissible centric tension load³⁾on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25⁴⁾, s ≥ 3 h_ef, c ≥ c_min)	N_adm [kN] = C20/24⁴⁾	5,1	7,1	10,5	14,3
Admissible shear load³⁾on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25⁴⁾, s ≥ 3 h_ef, c ≥ c_min)	V_adm [kN] = C20/24⁴⁾⁵⁾	4,1	9,0	16,8	26,2
Admissible bending moment⁷⁾		M_adm [Nm]		27,8	71,0	138,6
Fire resistance⁸⁾ according to UTTC (uniform temperature time curve)		F30 [kN]	4,7	6,9	12,5	18,0
		F60 [kN]	2,4	3,5	5,6	8,5
		F90 [kN]	1,3	1,8	3,5	5,5
		F120 [kN]	1,0	1,4	2,5	4,4

Performance data in cracked and uncracked concrete - anchors in a redundant non-structural system (screw 4.6-8.8)
Anchor size [mm]		M6x25	M6x30	M8x25	M8x30	M8x40
Anchors in a redundant non-structural system in concrete¹⁰⁾	F_adm [kN] = C12/15 - C16/20⁴⁾	1,2	-	1,2	-	-
Anchors in a redundant non-structural system in concrete¹⁰⁾	F_adm [kN] = C20/25 - C50/60⁴⁾	1.7⁹⁾	1,2	1.9⁹⁾	1.7⁹⁾	2.0⁹⁾
Admissible bending moment⁷⁾	M_adm [Nm]	3,3		8,1
Admissible load when exposed to fire¹⁰⁾	R30 [kN]	0,4	0,8	0,6	0,9	1,5
	R60 [kN]	0,4	0,8	0,6	0,9	1,5
	R90 [kN]	0,3	0,4	0,6	0,9	0,9
	R120 [kN]	0,3	0,3	0,5	0,5	0,5

Performance data in cracked and uncracked concrete - anchors in a redundant non-structural system (screw 4.6-8.8)
Anchor size [mm]		M10x25	M10x30	M10x40	M12x25	M12x50	M16x65
Anchors in a redundant non-structural system in concrete¹⁰⁾	F_adm [kN] = C12/15 - C16/20⁴⁾	1.79)	-	-	1.79)	-	-
Anchors in a redundant non-structural system in concrete¹⁰⁾	F_adm [kN] = C20/25 - C50/60⁴⁾	2.1⁹⁾	2.0⁹⁾	2.0⁹⁾	2.1⁹⁾	2.4⁹⁾	6.3⁹⁾
Admissible bending moment⁷⁾	M_adm [Nm]	15,8			27,8		71,0
Admissible load when exposed to fire¹⁰⁾	R30 [kN]	0,6	0,9	1,5	0,6	1,5	4
	R60 [kN]	0,6	0,9	1,5	0,6	1,5	4
	R90 [kN]	0,6	0,9	1,5	0,6	1,5	3,7
	R120 [kN]	0,5	0,7	1,0	0,5	1,2	2,4

Required accessory:

Product

Description

Quantity

Excl. Vat Price
/PU

Expander tool for drop-in anchors, without visual installation control

EXPNDRTL-(F.ANC-DRIVIN-(W-ED/S))-M12X50

Art.-no. 090402012

Marking/expander tool with hand guard

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M12X50

Art.-no. 090402212

For drive-in anchor, with visual setting check

Mechanical setting tool for drop-in anchors, without visual installation control

EXPNDRTL-MECH-F.ANC-(W-ED/S)-M12X50

Art.-no. 090402312

For extremely easy setting of the drop-in anchor using an impact drill

x 1 pcs

The packaging unit defines the number of articles in one packaging. In the catalog segment you can choose from different packaging units if a pop-up menu is displayed.

Just leave the field empty if you don't know the packaging unit when directly entering the article number in the shopping basket or when importing with Easy-/VarioScan. The packaging unit will be determined automatically.

The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
AAA = 3 digits for dimension part 1
BBB = 3 digits for dimension part 2

Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076

Price per packaging unit (PU):
The displayed price is always in line with the displayed packaging, if the PU is 250 the price for 250 units, if the PU is 300 the price for 300 units.

Price with price key representation (PSL):
The price always applies to a quantity ruled through the price key:
Price for 1 unit
Price for 100 units
Price for 1000 units

The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.

In contrast to sales packaging and secondary packaging, the disposal costs for chemical-technical products are shown separately. The breakdown of the individual costs can be found on the relevant products and also in the shopping cart, as well as in our General Terms and Conditions (GTC).