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Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M12 - 6
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

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

Art.-no. 090401012
EAN 4038898600923
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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)

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 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) Fadm [kN] = C12/15 - C16/204) 1.79) - - 1.79) - -
Fadm [kN] = C20/25 - C50/604) 2.19) 2.09) 2.09) 2.19) 2.49) 6.39)
Admissible bending moment7) Madm [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
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) Fadm [kN] = C12/15 - C16/204) 1,2 - 1,2 - -
Fadm [kN] = C20/25 - C50/604) 1.79) 1,2 1.99) 1.79) 2.09)
Admissible bending moment7) Madm [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
Installation parameters in concrete
Anchor size [mm] M10x25 M10x30 M10x40 M12x25 M12x50 M16x65 M20x80
Standard component thickness hmin,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 smin [mm] 60 100 100 100 120 150 160
Minimum edge distance cmin [mm] 100 115 135 110 165 200 260
Minimum member thickness hmin,1 [mm] 80 - - 80 - - -
Minimum axis distance smin [mm] 70 - - 100 - - -
Minimum edge distance cmin [mm] 100 - - 130 - - -
Effective anchorage depth hef [mm] 25 30 40 25 50 65 80
Nominal drill ∅ d0 [mm] 12 12 12 15 15 20 25
Drill cutting ∅ dcut ≤ [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 df ≤ [mm] 12 12 12 14 14 18 22
Thread depth (max. length of thread engagement) Lth [mm] 12 12 15 12 18 23 34
Minimum length of thread engagement Lsdmin ≤ [mm] 10 10 11 12 13 18 22
Torque while installing anchor Tinst ≤ [Nm] 15 15 15 35 35 60 120
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] M5x251) M6x25 M6x30 M8x25 M8x30 M8x40
Standard component thickness hmin,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 smin [mm] 60 30 55 50 60 80
Minimum edge distance cmin [mm] 95 60 95 100 95 95
Minimum member thickness hmin,1 [mm] - 80 - 80 - -
Minimum axis distance smin [mm] - 30 - 70 - -
Minimum edge distance cmin [mm] - 60 - 100 - -
Effective anchorage depth hef [mm] 25 25 30 25 30 40
Nominal drill ∅ d0 [mm] 8 8 8 10 10 10
Drill cutting ∅ dcut ≤ [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 df ≤ [mm] 6 7 7 9 9 9
Thread depth
(max. length of thread engagement) 		Lth [mm] 10 12 13 12 13 20
Minimum length of thread engagement Lsdmin ≤ [mm] 6 6 7 8 9 9
Torque while installing anchor Tinst ≤ [Nm] 3 4 4 8 8 8
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] 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 hef, c ≥ cmin) 		Nadm [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 hef, c ≥ cmin) 		Vadm [kN] = C20/244)5) 4,1 9,0 16,8 26,2
Admissible bending moment7) Madm [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 uncracked concrete - individual fixing point (screw 4.6-8.8)
Anchor size [mm] M5x251)6) M6x306) M8x306) M8x40 M10x306)
Admissible centric tension load3) on an individual anchor without the influence of the edge distance Compressive zone
(uncracked concrete C20/254),
s ≥ 3 hef, c ≥ cmin) 		Nadm [kN] =
C20/244) 		Frec 1.4 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 hef, c ≥ cmin) 		Vadm [kN] = C20/244)5) Frec 1.5 2,1 3,9 3,9 4,0
Admissible bending moment7) Madm [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 -
F120 [kN] - 0,3 0,3 0,6 -
Performance data (screw 5.6-8.8)
Anchor diameter [mm] M58) M68) M8 x 308) M8 x 40 M10 x 308)
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) 		Nadm [kN] = C20/252) Frec 1.4 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) 		Vadm [kN] = C20/25 2) 3) Frec 1.5 2,1 3,9 3,9 4,0
Anchors in a redundant non-structural system in concrete4) Fadm [kN] ≥ C20/25 1,2 1.79) 2.09) 2.09)
Admissible bending moment 5) uncracked concrete/anchors in a redundant non-structural system Madm [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; Fadm [kN] - 0,8 0,9 1,5 0,9
R60; Fadm [kN] - 0,8 0,9 1,5 0,9
R90; Fadm [kN] - 0,4 0,9 0,9 0,9
R120; Fadm [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 -
F120 [kN] - 0,3 0,3 0,6 -
1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 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 Fadm ≤ 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 Fadm ≤ 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
Minimum axis distance smin [mm] 60 55 60 80 100 100 120 150 160
Minimum edge distance cmin [mm] 95 95 95 95 115 135 165 200 260
Minimum member thickness hmin [mm] 100 100 100 100 120 120 130 160 200
Effective anchorage depth hef [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 ∅ dcut ≤ [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 df ≤ [mm] 6 7 9 9 12 12 14 18 22
Thread depth
(max. length of thread engagement) 		Lth [mm] 10 13 13 20 12 15 18 23 34
Minimum length of thread engagement Lsdmin ≤ [mm] 6 7 9 9 10 11 13 18 22
Torque while installing anchor Tinst ≤ [mm] 3 4 8 8 15 15 35 60 120
Performance data (screw 5.6-8.8)
Anchor diameter [mm] M10 x 40 M12 M16 M20
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) 		Nadm [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) 		Vadm [kN] = C20/25 2) 3) 4,1 9,0 16,8 26,2
Anchors in a redundant non-structural system in concrete4) Fadm [kN] ≥ C20/25 2.09) 2.49) 6.39) -
Admissible bending moment 5) uncracked concrete/anchors in a redundant non-structural system Madm [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; Fadm [kN] 1,5 1,5 4,0 -
R60; Fadm [kN] 1,5 1,5 4,0 -
R90; Fadm [kN] 1,5 1,5 3,7 -
R120; Fadm [kN] 1,0 1,2 2,4 -
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
1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 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 Fadm ≤ 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 Fadm ≤ 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.

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Datasheets (1)

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Required accessory:
 
Product
Description
Quantity
PU
Price
/PU

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

x 1 pcs

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

For drive-in anchor, with visual setting check
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 v
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).
Additional accessory:
 
Product
Description
Quantity
PU
Price
/PU

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M6X30

The matching drill holes make the installation even more secure
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M8X30

The matching drill holes make the installation even more secure
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M8X25

The matching drill holes make the installation even more secure
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M8X40

The matching drill holes make the installation even more secure
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M10X40

The matching drill holes make the installation even more secure
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M10X25

The matching drill holes make the installation even more secure
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M10X30

The matching drill holes make the installation even more secure
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M12X50

The matching drill holes make the installation even more secure
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M12X25

The matching drill holes make the installation even more secure
x 1 pcs

EXPNDRTL-(F.ANC-DRIVIN-(W-ED/S))-M8X40

x 1 pcs

EXPNDRTL-(F.ANC-DRIVIN-(W-ED/S))-M10X40

x 1 pcs

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

x 1 pcs

EXPNDRTL-(F.ANC-DRIVIN-(W-ED/S))-M16X65

x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M6X30

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M6X25

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M8X30

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M8X25

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M8X40

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M10X40

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M10X25

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M10X30

For drive-in anchor, with visual setting check
x 1 pcs

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

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M12X25

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M16X65

For drive-in anchor, with visual setting check
x 1 pcs

MRKTL-(F.ANC-DRIVIN-(W-ED/S))-M20X80

For drive-in anchor, with visual setting check
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M6X30

Facilitates and speeds up installation
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M8X30

Facilitates and speeds up installation
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M8X40

Facilitates and speeds up installation
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M10X40

Facilitates and speeds up installation
x 1 pcs

STOPBIT-(F.DRIVINANC-(W-ED)-PLUS)-M10X30

Facilitates and speeds up installation
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 v
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).

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