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Bonded anchor mortar cartridge W-VD - ANC-(W-VD)-M10

Bonded anchor mortar cartridge W-VD

Compound anchor, mortar cartridge, W-VD
ANC-(W-VD)-M10

Art.-no. 5915010080
EAN 4047376666566
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Bonded anchor mortar cartridge W-VD

Art.-no. 5915010080

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PU
x 10 pcs

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  • European Technical Approval ETA-06/0074: Individual fixing point + uncracked concrete (anchor rod W-VD-A)

  • Zinc-plated steel: European Technical Approval ETA-06/0074

  • Fire resistance: F30, F60, F90, F120: Exposure to fire on one side according to DIN EN 1363-1:1999-10
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Type description

W-VD M10

Effective anchoring depth (h ef)

90 mm

Suitable for anchor rod

M10

Nominal drill-bit diameter (d 0)

12 mm

Drill hole depth (h 0)

90 mm

Suitable cleaning-brush diameter

13 mm

Approval

ETA-06/0074

Min./max. processing temperature

-5 to 35 °C

Torque during anchoring (T inst)

20 Nm

Shelf life from production/conditions

18 Month / cool and dry storage area, 5°C to 25°C

Minimum component thickness (h min)

120 mm

Min. centre-to-centre distance (s min)

45 mm

Centre-to-centre distance (s cr, N)

180 mm

Min. edge clearance (c min)

45 mm

Edge clearance (c cr, N)

90 mm

Performance data for bonded anchor capsule system W-VD/S
Anchor diameter M8 M10 M12 M16 M20 M24
Admissible centric tension load1)
on an individual anchor without the influence of the edge distance 		Compressive zone
(uncracked concrete C20/25
M8: s ≥ 3 hef, c ≥ 1.5 hef
M10-M24: s ≥ 2 hef, c ≥ 1 hef) 		Nadm [kN] = C20/25
50°C2)/80°C3) 		7,9 11,9 15,9 19,8 29,8 35,7
Admissible shear load1)
on an individual anchor without the influence of the edge distance 		Compressive zone
(uncracked concrete C20/25,
c ≥ 10 hef) 		Vadm [kN] = C20/25 5,1 8,0 12,0 22,3 34,9 50,3
Admissible bending moment Madm [Nm] 10,9 21,1 37,1 94,9 185,7 320,6
Fire resistance rating F30 [kN] 2,3 3,64 5,26 9,79 15,28 22,01
F60 [kN] 1,29 2,04 3,07 5,72 8,93 12,86
F90 [kN] 0,79 1,3 2,0 3,68 5,75 8,28
F120 [kN] 0,53 1,0 1,5 2,67 4,16 6,0
Characteristic values
Minimum spacing smin [mm] 40 45 55 65 85 105
Spacing scr,N [mm] 240 180 220 250 340 420
Minimum edge distance cmin [mm] 40 45 55 65 85 105
Edge distance ccr,N [mm] 120 90 110 125 170 210
Minimum member thickness hmin [mm] 110 120 140 160 220 260
Effective anchorage depth hef [mm] 80 90 110 125 170 210
Nominal drill diameter d0 [mm] 10 12 14 18 25 28
Diameter of cutting edges dcut ≤ [mm] 10,5 12,5 14,5 18,5 25,5 28,5
Drill hole depth h0 ≥ [mm] 80 90 110 125 170 210
Through hole in the component being connected df ≤ [mm] 9 12 14 18 22 26
Torque while installing anchor Tinst = [Nm] 10 20 40 80 120 180
Cleaning brush diameter D [mm] 10,8 13 15 19 27 29
1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, influence of the edge distance and anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C
2) Maximum long-term temperature
3) Maximum short-term temperature
Performance data for bonded anchor internal thread capsule system W-VD-IG/S, W-VD-IG/A4

Internal thread M8 M10 M12 M16
Recommended tensile load
Compressive zone (uncracked concrete C20/25) 		Nrec [kN]
= C20/25 		7,0 11,1 16,1 25,0
Recommended shear load
Compressive zone (uncracked concrete C20/25) 		Vrec [kN]
= C20/25 		8,0 8,3 9,7 19,5
Recommended bending moment Mrec. [Nm] 10,7 21,4 37,4 94,9
Characteristic values
Minimum spacing smin [mm] 45 45 50 75
Spacing scr,N [mm] 225 225 250 300
Minimum edge distance cmin [mm] 45 45 50 75
Edge distance ccr,N [mm] 115 115 125 150
Minimum member thickness hmin [mm] 140 140 150 170
Effective anchorage depth hef [mm] 90 90 100 120
Nominal drill diameter d0 [mm] 14 16 18 25
Drill hole depth h1 ≥ [mm] 90 90 100 120
Through hole in the component being connected df ≤ [mm] 9 12 14 18
Torque while installing anchor Tinst = [Nm] 10 20 40 80
Performance data for bonded anchor capsule system W-VD/A4, W-VD/HCR
Anchor diameter M8 M10 M12 M16 M20 M24
Admissible centric tension load1)
on an individual anchor without the influence of the edge distance 		Compressive zone
(uncracked concrete C20/25
M8: s ≥ 3 hef, c ≥ 1.5 hef
M10-M24: s ≥ 2 hef, c ≥ 1 hef) 		Nadm [kN] = C20/25
50°C2)/80°C3) 		7,9 11,9 15,9 19,8 29,8 35,7
Admissible shear load1)
on an individual anchor without the influence of the edge distance 		Compressive zone
(uncracked concrete C20/25,
c ≥ 10 hef) 		Vadm [kN] = C20/25 6,0 9,2 13,3 25,2 39,4 56,8
Admissible bending moment Madm [Nm] 11,9 23,8 42,1 106,7 207,9 359,4
Fire resistance rating F30 [kN] 2,3 3,64 5,26 9,79 15,28 22,01
F60 [kN] 1,29 2,04 3,07 5,72 8,93 12,86
F90 [kN] 0,79 1,3 2,0 3,68 5,75 8,28
F120 [kN] 0,53 1,0 1,5 2,67 4,16 6,0
Characteristic values
Minimum spacing smin [mm] 40 45 55 65 85 105
Spacing scr,N [mm] 240 180 220 250 340 420
Minimum edge distance cmin [mm] 40 45 55 65 85 105
Edge distance ccr,N [mm] 120 90 110 125 170 210
Minimum member thickness hmin [mm] 110 120 140 160 220 260
Effective anchorage depth hef [mm] 80 90 110 125 170 210
Nominal drill diameter d0 [mm] 10 12 14 18 25 28
Diameter of cutting edges dcut ≤ [mm] 10,5 12,5 14,5 18,5 25,5 28,5
Drill hole depth h0 ≥ [mm] 80 90 110 125 170 210
Through hole in the component being connected df ≤ [mm] 9 12 14 18 22 26
Torque while installing anchor Tinst = [Nm] 10 20 40 80 120 180
Cleaning brush diameter D [mm] 11 13 16 20 27 30
1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, influence of the edge distance and anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C
2) Maximum long-term temperature
3) Maximum short-term temperature

Art.-no.
Cust. Mat. No.

Hazardous Material

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