Heavy-duty anchor W-TM type S with hexagon head bolt and washer - ANC-(W-TM/S-S)-(A2K)-M6X55/10

Heavy-duty anchor W-TM type S with hexagon head bolt and washer

Name: Heavy-duty anchor W-TM type S with hexagon head bolt and washer
Brand: Würth
SKU: 0904901860

ANC-(W-TM/S-S)-(A2K)-M6X55/10

Art.-no. 0904901860

EAN 4045989060726

All versions

Price for selected packaging unit

Heavy-duty anchor W-TM type S with hexagon head bolt and washer

Art.-no. 0904901860

Price for selected packaging unit

Quantity

x 50 pcs

Exclusively for trade customers

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For uncracked concrete, zinc plated steel

Minimal energy required when inserting the anchor.

Immediate load-bearing capacity, no waiting time after installation.

No setting tools required.

Can be flush-mounted: Fixtures can be removed/remounted at any time.

Uniform expansion effect and load distribution due to the triple expansion sleeve.

Safe and reliable installation if the specified torque is applied when installing the anchor.

Force-controlled/torque-controlled expansion anchor made of galvanised steel in sizes M6 to M12.

Pre-positioned installation.

Proof of Performance

ETA-10/0255 for individual attachment, Option 7, non-cracked concrete, galvanised steel, M6–M12; dimensioned in accordance with the European Technical Approval Guidelines (ETAG) for "Metal Anchors for Use in Concrete", Appendix C, measurement process A

Notice

The partial safety factors of the resistances regulated in the approval and a partial safety factor of the action of yF = 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, influence of the edge distance and groups of anchors.

The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths.

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.

In case of a lower fixture thickness, make a deeper drill hole accordingly.

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

Can be used for medium to heavy loads

Suitable for attaching: Transfer lines at floor level for which flush-mounted installation is specified; steel structures, metal profiles, brackets, base plates, cable ducts, pipelines, mounting rails etc.

The anchor has European Technical Approval for use in reinforced or non-reinforced standard concrete with strength class of minimum C20/25 and maximum C50/60 in accordance with EN 206:2000-12

Can be used in concrete < C20/25, hard natural stone and solid brick masonry (without approval)

The anchor is approved for anchoring with predominantly static or quasi-static loads

Individual attachment:

Anchoring with European Technical Approval in non-cracked concrete

May only be used in dry indoor room conditions


Anchor diameter	6 mm
Anchor length (l)	45 mm
Max. attachment height (t fix)	10 mm
Nominal drill-bit diameter (d 0)	10 mm
Drill hole depth (h 1)	55 mm
Effective anchoring depth (h ef)	39.5 mm
Through-hole in the component to be connected (d f)	7 mm
Width across flats	10 mm
Material	Steel
Surface	Zinc plated
Screw length	55 mm

Performance data
Anchor diameter [mm]			M6	M8	M10	M12
Admissible centric tension load¹⁾ on an individual anchor without influence of the edge distance type A + type S	Compressive zone (uncracked concrete C20/25²⁾), s ≥ 3 h_ef, c ≥ 1.5 h_ef	N_adm [kN] = C20/25²⁾	3,6	4,1	5,4	9,5
Admissible shear load¹⁾ on an individual anchor without influence of the edge distance type A + type S	Compressive zone (uncracked concrete C20/25²⁾), s ≥ 3 h_ef, c ≥ 1.5 h_ef	V_adm[kN] = C20/25²⁾	4,6	7,1	8,9	19,3
Admissible bending moment type A + type S		M_adm [Nm]	7,0	17,1	34,2	59,9
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.

Characteristic values
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