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Screw anchor W-SA 7.5

Screw anchor, W-SA 7.5 S type, hexagon head
ANC-(W-SA/S)-WS13-(A2K)-5-7,5X60

Art.-no. 0901017501

EAN 4046778711539

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Screw anchor W-SA 7.5

Art.-no. 0901017501

Prices for customers after login
Quantity
PU
x 100 pcs

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For individual attachment in cracked and non-cracked concrete. Type S, hexagon head, galvanised steel.
  • Anchoring by positive locking

  • Through-hole mounting

  • Immediate load-bearing capacity – no waiting

  • Almost no expansion effect, enabling minimal edge and axial clearance to be maintained

  • Large variety of types - Wide range of applications

  • Quick, easy installation or dismantling by screwing the screw anchor in and out of the drill hole
Proof of Performance
  • European Technical Approval option 1 for cracked and non-cracked concrete: ETA-05/0012

  • Fire resistance (anchoring base: concrete from C20/25 to C50/60): R30, R60, R90, R120: Technical report TR 020 "Evaluation of anchorages in concrete concerning resistance to fire" (included in ETA-05/0012)

Create the drill hole

Clean the drill hole

Position anchor

Screw in anchor and apply torque

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Application area
  • Individual attachment: Cracked and non-cracked concrete

  • With a European Technical Approval, the anchor may be used in reinforced or non-reinforced standard concrete of a strength class of at least C20/25 and at most C50/60 in accordance with EN 206:2000-12.

  • Anchoring with European Technical Approval in cracked concrete (tension zone) and non-cracked concrete (compression zone)

  • The anchor may be used for anchoring with predominantly static loads (e.g. tare weight, fittings, stored materials) or quasi-static loads (e.g. façades, railings).

  • Can be used in concrete < C20/25 and hard natural stone (unapproved)

  • W-SA can be used in dry indoor areas.

  • Suitable for attaching metal profiles, pipes, ventilation ducts, wooden structures etc.
Instructions

The saw-tooth threads cut into the concrete when the anchor is screwed into the pre-drilled hole.

Head type

Hexagon head

Nominal drill-bit diameter (d 0)

6.0 mm

Surface

Zinc plated

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

9.0 mm

External drive

WS13

Material

Steel

Drive type

Hexagon

Performance data
Anchor diameter [mm] 7,5 10 12 14 16 20 6)
Admissible centric tension load1)
on an individual anchor without the influence of the edge distance
Tensile zone
(cracked concrete C20/252), s ≥ 3 hef c ≥ 1.5 hef)
Nadm [kN] = C20/25 2) 2,0 3,6 4,8 7,9 11,7 -
Compressive zone
(uncracked concrete C20/252), s ≥ 3 hef c ≥ 1.5 hef)
3,0 4,8 6,4 11,9 15,9 Frec. 11.0
Admissible shear load1) on an individual anchor without the influence of the edge distance Tensile zone
(cracked concrete C20/252), c ≥ 10 hef)
Vadm [kN] = C20/25 3,3 7,6 12,4 17,1 23,3 -
Compressive zone
(uncracked concrete C20/252), c ≥ 10 hef)
3,3 7,6 12,4 17,1 23,3 -
Admissible bending moment Madm [Nm] 9,0 18,1 39,0 62,9 103,3 -
Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Assessment ETA-05/0012
Characteristic values
Minimum spacing smin [mm] 40 50 60 90 100 -
Spacing scr,N [mm] 120 142,5 163,5 214,5 262,5 300
Minimum edge distance cmin [mm] 40 50 60 90 100 -
Edge distance ccr,N [mm] 60 71,3 81,8 107,3 131,3 150
Minimum member thickness hmin ≥ [mm] 100 115 125 150 180 160
Effective anchorage depth hef [mm] 40 47,5 54,5 71,5 87,5 -
Nominal drill diameter d0 [mm] 6,0 8,0 10,0 12,0 14,0 18,0
Diameter of cutting edges dcut ≤ [mm] 6,4 8,45 10,45 12,50 14,50 -
Drill hole depth h1 ≥ [mm] 65 75 85 105 130 110
Length of anchor in drill hole hnom ≥ [mm] 55 65 75 95 115 90
Through hole in the component being connected df ≤ [mm] 9,0 12,0 14,0 16,0 18,0 22,0
Recommended torque while installing anchorage Trec = [Nm] 15 40 55 90 110 180

Art.-no.
Cust. Mat. No.

Hazardous Material

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