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Drop-in anchor W-ED/S

Wedge anchor W-ED/S steel zinc plated
ANC-(W-ED/S)-(A2K)-M16

Art.-no. 090401016
EAN 4038898600930

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Drop-in anchor W-ED/S

Art.-no. 090401016

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Quantity
PU
x 25 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

Datasheets(X)

CAD data (available after login)

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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

16 mm

Anchor length (L H)

65 mm

Min./max. required screw-in depth

18-23 mm

Material

Steel

Surface

Zinc plated

Nominal drill-bit diameter (d 0)

20 mm

Drill hole depth (h 0)

65 mm

Effective anchoring depth (h ef)

65 mm

Torque during anchoring (T inst)

60 Nm

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

18 mm

Approval

ETA-02/0044, ETA-05/0120

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
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
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
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
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
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 -
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 -
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
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

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