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Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6
Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 - 1
Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 - 2
Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 - 3
Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 - 4
Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 - 5
Drop-in anchor W-ED/S - ANC-(W-ED/S)-(A2K)-M6 - 6

Drop-in anchor W-ED/S

Wedge anchor W-ED/S steel zinc plated
ANC-(W-ED/S)-(A2K)-M6

Art.-no. 090401006
EAN 4038898600886
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Drop-in anchor W-ED/S

Art.-no. 090401006

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PU
x 100 pcs

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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)
Product information

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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

6 mm

Anchor length (L H)

30 mm

Min./max. required screw-in depth

7-13 mm

Material

Steel

Surface

Zinc plated

Nominal drill-bit diameter (d 0)

8 mm

Drill hole depth (h 0)

30 mm

Effective anchoring depth (h ef)

30 mm

Torque during anchoring (T inst)

4 Nm

Through-hole in the component to be connected (d f)

7 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.
Required accessory:
 
Product
Description
Quantity
PU
Price
/PU
Expander tool for drop-in anchors, without visual installation control
Expander tool for drop-in anchors, without visual installation control

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

x 1 pcs
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