Heavy-duty anchor W-TM type O with eyelet

Name: Heavy-duty anchor W-TM type O with eyelet
Brand: Würth
SKU: 0904901866

Heavy-duty anchor W-TM type O steel zinc plated
ANC-(W-TM/S-O)-(A2K)-M8X51

Art.-no. 0904901866

EAN 4045989060771

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Heavy-duty anchor W-TM type O with eyelet

Art.-no. 0904901866

Prices for customers after login

Quantity

x 50 pcs

Exclusively for trade customers

For uncracked concrete, zinc-plated steel

Applying the specified torque during the anchoring process ensures secure installation

Load-controlled/torque-controlled expanding galvanised steel anchor in sizes M6–M12

Create the drill hole

Clean the drill hole

Knock in anchor until flush

Mount component

Apply torque

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Suitable for fastening: Transfer lines on the ground requiring installation flush with the surface; steel structures, metal profiles, brackets, base plates, cable conduits, piping, mounting rails etc.

Can be used in concrete
The anchor may be used for anchorages with predominantly static loads or quasi-static loads


Anchor diameter	8 mm
Anchor length (l)	51 mm
Nominal drill-bit diameter (d 0)	12 mm
Drill hole depth (h 1)	61 mm
Effective anchoring depth (h ef)	44.5 mm
Material	Steel
Surface	Zinc plated
Torque during anchoring (T inst)	12 Nm
Through-hole in the component to be connected (d f)	9 mm

Anchor diameter [mm]			M6	M8	M10	M12
Recommended load of an individual anchor without influence of the edge distance type O	Compressive zone (uncracked concrete C20/25²⁾), s ≥ 3 h_ef, c ≥ 1.5 h_ef	N_rec [kN] = C20/25²⁾	1,4	2,4	3,6	6,0
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of Y_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 transverse loads, edge influence and groups of anchors. ²⁾The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ Compliant with approval if screws and threaded rods with acceptance test certificate 3.1 in accordance with EN 10204:2004 are proven to be the required material and to possess the mechanical properties stipulated in ETA-10/0255. ⁴⁾ Type S: If a lower fixture thickness is required, make a deeper drill hole accordingly.

Minimum member thickness	h_min ≥ [mm]	135	135	140	160
Minimum spacing	s_min ≥ [mm]	65	90	135	165
Minimum edge distance	c_min ≥ [mm]	45	70	85	115
Spacing	s_cr,N [mm]	119	134	155	189
Edge distance	c_cr,N [mm]	60	67	78	95
Effective anchorage depth	h_ef [mm]	39,5	44,5	51,5	63,0
Nominal drill diameter	d₀ [mm]	10	12	14	18
Diameter of cutting edges	d_cut ≤ [mm]	10,45	12,5	14,5	18,5
Drill hole depth⁴⁾	h₁ ≥ [mm]	55	61	70	85
Through hole in the component being connected	d_f ≤ [mm]	7	9	12	14
Torque during anchoring (type A + type S)	T_inst[Nm]	10	25	40	75
Torque during anchoring (type O + type H)	T_inst [Nm]	5	12	20	35