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

Heavy-duty anchor W-TM type S steel zinc plated
ANC-(W-TM/S-S)-(A2K)-20-M10X60

Art.-no. 0904901862
EAN 4045989060740
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Heavy-duty anchor W-TM type S with hexagon head bolt and washer

Art.-no. 0904901862

Prices for customers after login
Quantity
PU
x 50 pcs

Exclusively for trade customers

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for uncracked concrete, zinc-plated steel
  • Minimal effort required to insert anchor

  • Immediate load-bearing capacity — no waiting

  • No setting tools required

  • Can be set flush with surface: Attached parts can be removed/remounted at any time

  • Triple expansion sleeve to ensure even expansion and load distribution

  • Applying the specified torque during the anchoring process ensures secure installation

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

  • Cotter-pin 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 effects 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 transverse loads, edge influence and groups of anchors.



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



If a lower mounting height is required, make a deeper drill hole accordingly

Create the drill hole

Clean the drill hole

Knock in anchor until flush

Mount component

Apply torque

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

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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

10 mm

Anchor length (l)

60 mm

Max. attachment height (t fix)

20 mm

Nominal drill-bit diameter (d 0)

14 mm

Drill hole depth (h 1)

70 mm

Effective anchoring depth (h ef)

51.5 mm

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

12 mm

Width across flats

17 mm

Material

Steel

Surface

Zinc plated

Screw length

80 mm

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 hef, c ≥ 1.5 hef
Nadm [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 hef, c ≥ 1.5 hef
Vadm [kN] = C20/252) 4,6 7,1 8,9 19,3
Admissible bending moment type A + type S Madm [Nm] 7,0 17,1 34,2 59,9
Minimum member thickness hmin ≥ [mm] 135 135 140 160
Minimum spacing smin ≥ [mm] 65 90 135 165
Minimum edge distance cmin ≥ [mm] 45 70 85 115
Spacing scr,N [mm] 119 134 155 189
Edge distance ccr,N [mm] 60 67 78 95
Effective anchorage depth hef [mm] 39,5 44,5 51,5 63,0
Nominal drill diameter d0 [mm] 10 12 14 18
Diameter of cutting edges dcut ≤ [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 df ≤ [mm] 7 9 12 14
Torque during anchoring (type A + type S) Tinst [Nm] 10 25 40 75
Torque during anchoring (type O + type H) Tinst [Nm] 5 12 20 35

Art.-no.
Cust. Mat. No.

Hazardous Material

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