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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

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

ANC-(W-ED/S)-FLG-(A2K)-M10X25

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Threaded rod DIN 976-1 (shape A) with standard metric ISO thread, zinc-plated steel 4.8, blue passivated (A2K)

Art.-no. 095810

THRROD-DIN976-A-4.8-(A2K)-M10X1000

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The products shown are not necessarily compatible. Please always check the articles for the respective application purpose.

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)

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

Performance data in hollow-core prestressed concrete ceilings – anchors in a redundant non-structural system (screw 4.6-8.8)
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
Installation parameters in hollow-core prestressed concrete ceilings
Anchor size [mm] M6x25 M8x25 M10x25 M12x25
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
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 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
Performance data in uncracked concrete - individual fixing point (screw 4.6-8.8)

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

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