Drop-in anchor W-ED/A4 - ANC-(W-ED/A4)-A4-M10

Drop-in anchor W-ED/A4 - ANC-(W-ED/A4)-A4-M10 - 1

Drop-in anchor W-ED/A4 - ANC-(W-ED/A4)-A4-M10 - 2

Drop-in anchor W-ED/A4 - ANC-(W-ED/A4)-A4-M10 - 3

Drop-in anchor W-ED/A4 - ANC-(W-ED/A4)-A4-M10 - 4

Drop-in anchor W-ED/A4

Name: Drop-in anchor W-ED/A4
Brand: Würth
SKU: 090403010

Drive-in dowel W-ED/A4, stainless steel A4
ANC-(W-ED/A4)-A4-M10

Art.-no. 090403010

EAN 4053479311777

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Drop-in anchor W-ED/A4

Art.-no. 090403010

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x 10 pcs

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Female thread anchor with metric thread for economical anchoring in concrete, A4 stainless steel

Small drill hole depth

High working loads

Optical installation control and hand protection during assembly with the marking tool

The machine tool facilitates and speeds up installation

Immediate load-bearing capacity - no waiting

Fixture can easily be removed at any time

The attachment can be anchored with a fastening screw or a threaded rod

No installation torque required

The stop drill bit in combination with the clip-on expander tool facilitates and accelerates installation. 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 in non-load-bearing systems, uncracked and cracked concrete, M6-M16

Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-05/0120)

Notice

W-ED /S drive-in anchor, see [13.1]

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 in non-load-bearing systems, uncracked and cracked concrete, M6-M16

Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature curve)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-05/0120)

Product information

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

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)

Suitable for fastening threaded rods, metal structures, metal profiles, grilles, cable conduits, pipes, mounting rails etc.

For use in concrete < C20/25 and pressure-resistant natural stone (without approval)

W-ED/A4 (stainless steel A4) can be used in dry indoor areas, outdoors (including in industrial atmospheres and close to the sea) or in wet rooms, provided that no particularly aggressive conditions are present

W-ED/HCR (HCR high corrosion-resistant steel) can be used in areas where there is a very high risk of corrosion (e.g. indoor swimming pool atmosphere, road tunnels, poorly ventilated car parks, or parts that are immersed in seawater or in coastal atmospheres)

Anchor diameter	10 mm
Anchor length (L H)	40 mm
Min./max. required screw-in depth	11-15 mm
Material	Stainless steel A4
Nominal drill-bit diameter (d 0)	12 mm
Drill hole depth (h 0)	40 mm
Effective anchoring depth (h ef)	40 mm
Torque during anchoring (T inst)	15 Nm
Through-hole in the component to be connected (d f)	12 mm
Approval	ETA-02/0044, ETA-05/0120

		M6	M8x30	M8x40	M10	M12	M16	M20
Minimum spacing	s_min [mm]	50	60	80	100	120	150	160
Minimum edge distance	c_min [mm]	80	95	95	135	165	200	260
Minimum member thickness	h_min [mm]	100	100	100	130	140	160	250
Effective anchorage depth	h_ef [mm]	30	30	40	40	50	65	80
Nominal drill diameter	d₀ [mm]	8	10		12	15	20	25
Diameter of cutting edges	d_cut ≤ [mm]	8,45	10,45		12,45	15,5	20,55	25,55
Drill hole depth	h₀ = [mm]	30	30	40	40	50	65	80
Through hole in the component being connected	d_f ≤ [mm]	7	9		12	14	18	22
Thread depth (max. length of thread engagement)	L_th [mm]	13	13	20	15	18	23	34
Minimum length of thread engagement	L_sdmin [mm]	7	9		11	13	18	22
Torque while installing anchor	T_inst = [Nm]	4	8		15	35	60	120

Anchor diameter [mm]			M6	M8		M10	M12	M16	M20
Admissible centric tension load¹⁾ on an individual anchor without the influence of the edge distance	Tensile zone (cracked concrete C20/25²⁾, s ≥ 3 h_ef, c ≥ 1.5 h_ef)	N_adm [kN] = C20/25²⁾	3,3	3,3	3,6	6,1	8,5	12,6	17,2
Admissible shear load¹⁾ on an individual anchor without the influence of the edge distance	Compressive zone (uncracked concrete C20/25²⁾, c ≥ 10 h_ef)	V_adm [kN] = C20/25²⁾	3,2	4,6		6,0	11,9	19,2	30,7
Anchors in a redundant non-structural system in non-load-bearing systems in concrete³⁾		F_adm [kN] ≥ C20/25	1,2	1,7	2,0	2,0	2,4	-	-
Admissible bending moment		M_adm (A4-70) [Nm]	5,0	11,9		23,8	42,1	106,7	207,9
Admissible bending moment		M_adm (A4-80) [Nm]	6,4	16,1		32,2	56,4	142,9	278,7
Admissible load when exposed to fire³⁾ (Technical Report TR 020) For spacing and edge distances, see European Technical Approval ETA-05/0121		R30; F_adm [kN]	0,8	0,9		1,5	1,5	-	-
		R60; F_adm [kN]	0,8	0,9		1,5	1,5	-	-
		R90; F_adm [kN]	0,4	0,9		1,5	1,5	-	-
		R120; F_adm [kN]	0,2	0,4		1,0	1,2	-	-
Fire resistance rating⁴⁾		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
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γ_F = 1.4 have been taken into account. Please refer to the European Technical Approval Guidelines (ETAG), Appendix C, for information on combining tensile and shear loads, the influence of the edge distance and groups of anchors. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ The admissible loads were determined without axial influence and the influence of the edge distance. ⁴⁾ Fire resistance rating: Drop-in anchor W-ED/A4 in conjunction with screws made of stainless steel A4.

Anchor size [mm]		M10x30	M10x40	M12x25	M12x50	M16x65	M20x80
Standard component thickness	h_min,2 [mm]	120	120	100	130	160	200
Characteristic spacing of uncracked concrete/anchors in a redundant non-structural system	scr,N/scr	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⁾/115	³⁾/³⁾	-/³⁾	³⁾/³⁾	³⁾/200	³⁾/-
Minimum spacing	s_min[mm]	100	100	100	120	150	160
Minimum edge distance	c_min [mm]	115	135	110	165	200	260
Minimum member thickness	h_min,1 [mm]	-	-	80	-	-	-
Minimum spacing	s_min [mm]	-	-	100	-	-	-
Minimum edge distance	c_min [mm]	-	-	130	-	-	-
Effective anchorage depth	h_ef [mm]	30	40	25	50	65	80
Nominal drill diameter	d₀[mm]	12	12	15	15	20	25
Diameter of cutting edges	d_cut ≤ [mm]	12,5	12,5	15,5	15,5	20,55	25,55
Drill hole depth	h₀ = [mm]	30	40	25	50	65	80
Through hole in the component being connected	d_f ≤ [mm]	12	12	14	14	18	22
Thread depth (max. length of thread engagement)	L_th [mm]	12	15	12	18	23	34
Minimum length of thread engagement	L_sdmin ≤ [mm]	10	11	12	13	18	22
Torque while installing anchor	T_inst ≤ [Nm]	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.

Anchor size [mm]		M5x25¹⁾	M6x25	M6x30	M8x25	M8x30	M8x40	M10x25
Standard component thickness	h_min,2 [mm]	100	100	100	100	100	100	100
Characteristic spacing of uncracked concrete/anchors in a redundant non-structural system	scr,N/scr	75/-	-/75	90/130	-/75	90/80	120/210	-/75
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	-/³⁾
Minimum spacing	s_min[mm]	60	30	55	50	60	80	60
Minimum edge distance	c_min [mm]	95	60	95	100	95	95	100
Minimum member thickness	h_min,1 [mm]	-	80	-	80	-	-	80
Minimum spacing	s_min [mm]	-	30	-	70	-	-	70
Minimum edge distance	c_min [mm]	-	60	-	100	-	-	100
Effective anchorage depth	h_ef [mm]	25	25	30	25	30	40	25
Nominal drill diameter	d₀[mm]	8	8	8	10	10	10	12
Diameter of cutting edges	d_cut ≤ [mm]	8,45	8,45	8,45	10,45	10,45	10,45	12,5
Drill hole depth	h₀ = [mm]	25	25	30	25	30	40	25
Through hole in the component being connected	d_f ≤ [mm]	6	7	7	9	9	9	12
Thread depth (max. length of thread engagement)	L_th [mm]	10	12	13	12	13	20	12
Minimum length of thread engagement	L_sdmin ≤ [mm]	6	6	7	8	9	9	10
Torque while installing anchor	T_inst ≤ [Nm]	3	4	4	8	8	8	15
¹⁾ Without approval ²⁾ Drill hole must not cut into hollow cavities ³⁾ Not relevant, as the minimum value is higher.