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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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Drop-in anchor W-ED/S

Art.-no. 090401012

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Quantity
PU
x 50 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

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 (screw 5.6-8.8)
Anchor diameter [mm]M58)M68)M8 x 308)M8 x 40M10 x 308)
Admissible centric tension load1) on an individual anchor without the influence of the edge distanceCompressive zone
(uncracked concrete C20/252),
s ≥ 3 hef, c ≥ cmin)
Nadm [kN] = C20/252)Frec 1.43,33,33,63,3
Admissible shear load1) on an individual anchor without the influence of the edge distanceCompressive zone
(uncracked concrete
C20/252), c ≥ 10 hef)
Vadm [kN] = C20/25 2) 3)Frec 1.52,13,93,94,0
Anchors in a redundant non-structural system in concrete4)Fadm [kN] ≥ C20/25 1,21.79)2.09)2.09)
Admissible bending moment 5) uncracked concrete/anchors in a redundant non-structural systemMadm [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]-0,80,91,50,9
R60; Fadm [kN]-0,80,91,50,9
R90; Fadm [kN]-0,40,90,90,9
R120; Fadm [kN]-0,30,50,50,7
Fire resistance rating6) according to UTTC
(uniform temperature time curve)
F30 [kN]-1,71,73,0-
F60 [kN]-0,70,71,5-
F90 [kN]-0,40,40,8-
F120 [kN]-0,30,30,6-
Performance data (screw 5.6-8.8)
Anchor diameter [mm]M10 x 40M12M16M20
Admissible centric tension load1) on an individual anchor without the influence of the edge distanceCompressive zone
(uncracked concrete C20/252), s ≥ 3 hef,
c ≥ cmin)
Nadm [kN] = C20/252)5,17,110,514,3
Admissible shear load1) on an individual anchor without the influence of the edge distanceCompressive zone
(uncracked concrete
C20/252), c ≥ 10 hef)
Vadm [kN] = C20/25 2) 3)4,19,016,826,2
Anchors in a redundant non-structural system in concrete4)Fadm [kN] ≥ C20/252.09)2.49)6.39)-
Admissible bending moment 5) uncracked concrete/anchors in a redundant non-structural systemMadm [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]1,51,54,0-
R60; Fadm [kN]1,51,54,0-
R90; Fadm [kN]1,51,53,7-
R120; Fadm [kN]1,01,22,4-
Fire resistance rating6) according to UTTC
(uniform temperature time curve)
F30 [kN]4,76,912,518,0
F60 [kN]2,43,55,68,5
F90 [kN]1,31,83,55,5
F120 [kN]1,01,42,54,4
Installation parameters
M57)M6M8 x 30M8 x 40M10 x 30M10 x 40M12M16M20
Minimum axis distancesmin [mm]60556080100100120150160
Minimum edge distancecmin [mm]95959595115135165200260
Minimum member thicknesshmin [mm]100100100100120120130160200
Effective anchorage depthhef [mm]253030403040506580
Nominal drill ∅d0 [mm]8810101212152025
Drill cutting ∅dcut ≤ [mm]8,458,4510,4510,4512,512,515,520,5525,55
Drill hole depthh0 = [mm]253030403040506580
Through hole in the component being connecteddf ≤ [mm]67991212141822
Thread depth
(max. length of thread engagement)
Lth [mm]101313201215182334
Minimum length of thread engagementLsdmin ≤ [mm]67991011131822
Torque while installing anchorTinst ≤ [mm]348815153560120
Installation parameters in concrete
Anchor size [mm] M5x251)M6x25M6x30M8x25M8x30M8x40
Standard component thicknesshmin,2 [mm]100100100100100100
Characteristic axis distance of uncracked concrete/anchors in a redundant non-structural systemscr,N/scr75/––/7590/130–/7590/80120/210
Characteristic edge distance of uncracked concrete/anchors in a redundant non-structural systemccr,N/ccr3)/––/3)3)/3)–/3)3)/3)3)/105
Minimum axis distancesmin [mm]603055506080
Minimum edge distancecmin [mm]9560951009595
Minimum member thicknesshmin,1 [mm]-80-80--
Minimum axis distancesmin [mm]-30-70--
Minimum edge distancecmin [mm]-60-100--
Effective anchorage depthhef [mm]252530253040
Nominal drill ∅d0 [mm]888101010
Drill cutting ∅dcut ≤ [mm]8,458,458,4510,4510,4510,45
Drill hole depthh0 = [mm]252530253040
Through hole in the component being connecteddf ≤ [mm]677999
Thread depth
(max. length of thread engagement)
Lth [mm]101213121320
Minimum length of thread engagementLsdmin ≤ [mm]667899
Torque while installing anchorTinst ≤ [Nm]344888
Installation parameters in concrete
Anchor size [mm]M10x25M10x30M10x40M12x25M12x50M16x65M20x80
Standard component thicknesshmin,2 [mm]100120120100130160200
Characteristic axis distance of uncracked concrete/anchors in a redundant non-structural systemscr,N/scr–/753)/230120/170–/–150/170195/400240/–
Characteristic edge distance of uncracked concrete/anchors in a redundant non-structural systemccr,N/ccr–/3)3)/1153)/3)–/3)3)/3)3)/2003)/–
Minimum axis distancesmin [mm]60100100100120150160
Minimum edge distancecmin [mm]100115135110165200260
Minimum member thicknesshmin,1 [mm]80--80---
Minimum axis distancesmin [mm]70--100---
Minimum edge distancecmin [mm]100--130---
Effective anchorage depthhef [mm]25304025506580
Nominal drill ∅d0 [mm]12121215152025
Drill cutting ∅dcut ≤ [mm]12,512,512,515,515,520,5525,55
Drill hole depthh0 = [mm]25304025506580
Through hole in the component being connecteddf ≤ [mm]12121214141822
Thread depth (max. length of thread engagement)Lth [mm]12121512182334
Minimum length of thread engagementLsdmin ≤ [mm]10101112131822
Torque while installing anchorTinst ≤ [Nm]151515353560120
Performance data in uncracked concrete - individual fixing point (screw 4.6-8.8)
Anchor size [mm]M5x251)6)M6x306)M8x306)M8x40M10x306)
Admissible centric tension load3) on an individual anchor without the influence of the edge distanceCompressive zone
(uncracked concrete C20/254),
s ≥ 3 hef, c ≥ cmin)
Nadm [kN] =
C20/244)
Frec 1.43,33,33,63,3
Admissible shear load3) on an individual anchor without the influence of the edge distanceCompressive zone
(uncracked concrete C20/254),
s ≥ 3 hef, c ≥ cmin)
Vadm [kN] = C20/244)5)Frec 1.52,13,93,94,0
Admissible bending moment7)Madm [Nm]-3,38,115,8
Fire resistance8) according to UTTC
(uniform temperature time curve)
F30 [kN]-1,71,73,0-
F60 [kN]-0,70,71,5-
F90 [kN]-0,40,40,8-
F120 [kN]-0,30,30,6-
Performance data in uncracked concrete - individual fixing point (screw 4.6-8.8)
Anchor size [mm]M10x40M12x50M16x65M20x80
Admissible centric tension load3) on an individual anchor without the influence of the edge distanceCompressive zone
(uncracked concrete C20/254),
s ≥ 3 hef, c ≥ cmin)
Nadm [kN] =
C20/244)
5,17,110,514,3
Admissible shear load3) on an individual anchor without the influence of the edge distanceCompressive zone
(uncracked concrete C20/254),
s ≥ 3 hef, c ≥ cmin)
Vadm [kN] = C20/244)5)4,19,016,826,2
Admissible bending moment7)Madm [Nm] 27,871,0138,6
Fire resistance8) according to UTTC
(uniform temperature time curve)
F30 [kN]4,76,912,518,0
F60 [kN]2,43,55,68,5
F90 [kN]1,31,83,55,5
F120 [kN]1,01,42,54,4
Performance data in cracked and uncracked concrete - anchors in a redundant non-structural system (screw 4.6-8.8)
Anchor size [mm]M6x25M6x30M8x25M8x30M8x40
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)1,21.99)1.79)2.09)
Admissible bending moment7)Madm [Nm]3,38,1
Admissible load when exposed to fire10)R30 [kN]0,40,80,60,91,5
R60 [kN]0,40,80,60,91,5
R90 [kN]0,30,40,60,90,9
R120 [kN]0,30,30,50,50,5
Performance data in cracked and uncracked concrete - anchors in a redundant non-structural system (screw 4.6-8.8)
Anchor size [mm]M10x25M10x30M10x40M12x25M12x50M16x65
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]15,827,871,0
Admissible load when exposed to fire10)R30 [kN]0,60,91,50,61,54
R60 [kN]0,60,91,50,61,54
R90 [kN]0,60,91,50,61,53,7
R120 [kN]0,50,71,00,51,22,4

Art.-no.
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Hazardous Material

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Datasheets ()

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