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Drop-in anchor W-ED/S-BND - ANC-(W-ED/S)-FLG-(A2K)-M10X25 Drop-in anchor W-ED/S-BND - ANC-(W-ED/S)-FLG-(A2K)-M10X25
Drop-in anchor W-ED/S-BND - ANC-(W-ED/S)-FLG-(A2K)-M10X25 - 1
Drop-in anchor W-ED/S-BND - ANC-(W-ED/S)-FLG-(A2K)-M10X25 - 2

Drop-in anchor W-ED/S-BND

Wedge anchor W-ED/S-BND steel zinc ptd. w. collar
ANC-(W-ED/S)-FLG-(A2K)-M10X25

Art.-no. 0904040100
EAN 4056807058085
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Drop-in anchor W-ED/S-BND

Art.-no. 0904040100

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Quantity
PU
x 50 pcs

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Female thread anchor with collar and 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/spreading tool

  • Mechanical setting tool makes installation quicker and easier

  • Immediate load-bearing capacity — no waiting

  • Attached part can easily be removed at any time

  • W-ED/S has collar enabling anchor to be installed flush with the surface and preventing it slipping further into the drill hole (safer installation)

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

  • No installation torque required
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

  • 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]

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

  • 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

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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 (cracked and uncracked concrete)

  • Suitable for fastening 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)

  • W-ED/S, W-ED/S-BND and W-ED M5 may only be used in dry indoor conditions

Anchor diameter

10 mm

Anchor length (L H)

25 mm

Min./max. required screw-in depth

10-12 mm

Material

Steel

Surface

Zinc plated

Nominal drill-bit diameter (d 0)

12 mm

Drill hole depth (h 0)

25 mm

Effective anchoring depth (h ef)

25 mm

Torque during anchoring (T inst)

15 Nm

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

12 mm

Mirror thickness db ≥ [mm] 35 (30)2)
Anchor size [mm] M6x25 M8x25 M10x25 M12x25
Anchors in a redundant non-structural system in hollow-core prestressed concrete ceilings Fadm [kN] 1.79) 1.99) 2.19) 2.19)
Admissible bending moment7) Madm [Nm] 3,3 8,1 15,8 27,8
Mirror thickness db ≥ [mm] 35 (30)2)
Minimum axis distance smin [mm] 200
Minimum edge distance cmin [mm] 150
Nominal drill ∅ d0 [mm] 8 10 12 15
Drill cutting ∅ dcut ≤ [mm] 8,45 10,45 12,5 15,5
Drill hole depth h0 = [mm] 25 25 25 25
Through hole in the component being connected df ≤ [mm] 7 9 12 14
Thread depth (max. length of thread engagement) Lth [mm] 12 12 12 12
Minimum length of thread engagement Lsdmin ≤ [mm] 6 8 10 12
Torque while installing anchor Tinst ≤ [Nm] 4 8 15 35
Spacing between cavity axes lc ≥ [mm] 100
Spacing between tensioning strands lp ≥ [mm] 100
Spacing between tensioning strands and drill hole ap ≥ [mm] 50
Anchor size [mm] M6x25 M6x30 M8x25 M8x30 M8x40 M10x25 M10x30 M10x40 M12x25 M12x50 M16x65
Anchors in a redundant non-structural system in concrete10) Fadm [kN] = C12/15 - C16/204) 1,2 - 1,2 - - 1.79) - - 1.79) - -
Fadm [kN] = C20/25 - C50/604) 1.79) 1,2 1.99) 1.79) 2.09) 2.19) 2.09) 2.09) 2.19) 2.49) 6.39)
Admissible bending moment7) Madm [Nm] 3,3 8,1 15,8 27,8 71,0
Admissible load when exposed to fire10) R30 [kN] 0,4 0,8 0,6 0,9 1,5 0,6 0,9 1,5 0,6 1,5 4
R60 [kN] 0,4 0,8 0,6 0,9 1,5 0,6 0,9 1,5 0,6 1,5 4
R90 [kN] 0,3 0,4 0,6 0,9 0,9 0,6 0,9 1,5 0,6 1,5 3,7
R120 [kN] 0,3 0,3 0,5 0,5 0,5 0,5 0,7 1,0 0,5 1,2 2,4
Anchor size [mm] M5x251)6) M6x306) M8x306) M8x40 M10x306) 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) Frec
1.4 		3,3 3,3 3,6 3,3 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) Frec
1.5 		2,1 3,9 3,9 4,0 4,1 9,0 16,8 26,2
Admissible bending moment7) Madm [Nm] - 3,3 8,1 15,8 27,8 71,0 138,6
Fire resistance8) according to UTTC (uniform temperature time curve) F30 [kN] - 1,7 1,7 3,0 - 4,7 6,9 12,5 18,0
F60 [kN] - 0,7 0,7 1,5 - 2,4 3,5 5,6 8,5
F90 [kN] - 0,4 0,4 0,8 - 1,3 1,8 3,5 5,5
F120 [kN] - 0,3 0,3 0,6 - 1,0 1,4 2,5 4,4

Art.-no.
Cust. Mat. No.

Hazardous Material

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