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All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML
All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML - 1
All-rounder injectable mortar WIT-VM 250 - ANC-MORT-(WIT-VM250)-300ML - 2

All-rounder injectable mortar WIT-VM 250

All-rounder chemical injection mortar WIT-VM 250
ANC-MORT-(WIT-VM250)-300ML

Art.-no. 0903450201
EAN 4053479015682
All versions

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All-rounder injectable mortar WIT-VM 250

Art.-no. 0903450201

Prices for customers after login
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PU

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The all-rounder for concrete, masonry and post-installed rebar connections
  • Two-component resin mortar, styrene-free vinyl ester

  • Individual fixing point for cracked and uncracked concrete, seismic performance category C1

W-VI-A anchor rod, W-VD-A anchor rod, standard threaded rod with acceptance test certificate 3.1


  • Individual fixing point for masonry (system with WIT-SH perforated sleeve):

WIT-SH perforated sleeve, WIT-AS anchor rod, WIT-IG internally threaded sleeve


  • Individual fixing point for masonry (system with SH perforated sleeve):

SH perforated sleeve, W-VI-A anchor rod, W-VI-IG internal thread anchor, standard threaded rod with acceptance test certificate 3.1


  • Post-installed rebar connection
Proof of Performance
  • European Technical Assessment ETA-12/0164: Individual fixing point + cracked and uncracked concrete (W-VD-A anchor rod, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1

  • European Technical Assessment ETA-13/1040: Individual fixing point + masonry consisting of solid and perforated block, autoclaved aerated concrete (WIT-SH perforated sleeve, WIT-AS anchor rod, WIT-IG internally threaded sleeve, autoclaved aerated concrete only with WIT-SH 18x95 perforated sleeve)

  • European Technical Assessment ETA-16/0757 and ETA-20/0854: Individual fixing point + masonry consisting of solid and perforated block, autoclaved aerated concrete (SH perforated sleeve, W-VI-A anchor rod, W-VI-IG internal thread anchor, threaded rod with acceptance test certificate 3.1, autoclaved aerated concrete only without perforated sleeve)

  • European Technical Assessment ETA-12/0166: Post-installed rebar connection, 330 ml, 420 ml and 825 ml cartridges only

  • EPD: Environmental product declaration in accordance with ISO 14025 and EN 15804+A2, EPD-AWU-20230406-CBA3
Application area
Awning
Steel supports
Brackets
French balconies

Drill holes with a rotary drill (without impact mechanism)

Clean the drill hole:


2x blow out/2x mechanical brush out/2x blow out

Cut anchor rod to length and mark the desired insertion depths

Insert perforated sleeve

Screw mixer onto cartridge

Discard the first section of mortar (until the mortar is uniformly coloured - approx. 10 cm)

Completely fill with composite mortar from end of perforated sleeve

Press in anchor rod up to the bottom of the sleeve while turning slightly

Load can be applied to the reinforcement bar after observing the curing time

Mount component; do not exceed maximum torque

Cut tubular film clip before use!

Screw mixer onto cartridge

Before use, dispense a bead of approx. 20 cm

Create the drill hole

Clean the drill hole:


Blow out 4x with compressed air/brush out 4x mechanically/blow out 4x with compressed air

Cut anchor rod to length and mark the desired insertion depths

Screw mixer onto cartridge

Discard the first section of mortar (until the mortar is uniformly coloured - approx. 10 cm)

Fill composite mortar from bottom of drill hole

Press in anchoring element up to drill hole base while turning slightly

Visual check of mortar volume, embedment depth mark

Load can be applied to the reinforcement bar after observing the curing time

Mount the component. Do not exceed the maximum torque

Cut tubular film clip before use!

Screw mixer onto cartridge

Before use, dispense a bead of approx. 20 cm

Drill the hole

Clean the drill hole:



Blow out 4x with oil-free compressed air (min. 6 bar)


Brush out 4x mechanically


Blow out 4x with oil-free compressed air (min. 6 bar) (d. <20 mm and d. < 10xds)


Blow out 4x with hand pump, brush out 4x mechanically, blow out 4x with hand pump

Place the embedment depth mark on the rod and check the drilling hole depth

Screw mixer onto cartridge

Discard the first section of mortar (until the mortar is uniformly coloured - approx. 10 cm)

Mount injection equipment, fill composite mortar from bottom of drill hole

Insert the reinforcement bar until it reaches the mark, turning slightly

Visual check of the mortar volume, observe maximum processing time

Load can be applied to the reinforcement bar after observing the curing time
Minimum curing times in concrete
Temperature of base materialProcessing timeMinimum curing time in dry concreteMinimum curing time in wet concrete
≥ -10 °C1)90 min24 h48 h
≥ -5 °C2)90 min14 h28 h
≥ 0 °C2)45 min7 h14 h
≥ +5 °C2)25 min2 h4 h
≥ +10 °C2)15 min80 min160 min
≥ +20 °C2)6 min45 min90 min
≥ +30 °C2)4 min25 min50 min
≥ +35 °C2)2 min20 min40 min
≥ +40 °C3)1.5 min15 min30 min
1) Cartridge temperature: ≥ +15 °C
2) Cartridge temperature: +5 °C to +25 °C
3) Cartridge temperature: < 20 °C
Minimum curing times in masonry
Temperature of base materialProcessing timeMinimum curing time in dry masonryMinimum curing time in wet masonry
-10 °C to -6 °C1)90 min24 h48 h
-5 °C to -1 °C2)90 min14 h28 h
0 °C to +4 °C2)45 min7 h14 h
+5 °C to +9 °C2)25 min2 h4 h
+10 °C to +19 °C2)15 min80 min160 min
+20 °C to +24 °C2)6 min45 min90 min
+25 °C to +29 °C2)4 min25 min50 min
+30 °C to +40 °C3)2.5 min15 min30 min
1) Cartridge temperature: ≥ +15 °C
2) Cartridge temperature: +5 °C to +25 °C
3) Cartridge temperature: < +20 °C
  • European Technical Assessment ETA-12/0164: Individual fixing point + cracked and uncracked concrete (W-VD-A anchor rod, standard threaded rod with acceptance test certificate 3.1), seismic performance category C1

  • European Technical Assessment ETA-13/1040: Individual fixing point + masonry consisting of solid and perforated block, autoclaved aerated concrete (WIT-SH perforated sleeve, WIT-AS anchor rod, WIT-IG internally threaded sleeve, autoclaved aerated concrete only with WIT-SH 18x95 perforated sleeve)

  • European Technical Assessment ETA-16/0757 and ETA-20/0854: Individual fixing point + masonry consisting of solid and perforated block, autoclaved aerated concrete (SH perforated sleeve, W-VI-A anchor rod, W-VI-IG internal thread anchor, threaded rod with acceptance test certificate 3.1, autoclaved aerated concrete only without perforated sleeve)

  • European Technical Assessment ETA-12/0166: Post-installed rebar connection, 330 ml, 420 ml and 825 ml cartridges only

  • EPD: Environmental product declaration in accordance with ISO 14025 and EN 15804+A2, EPD-AWU-20230406-CBA3

Application area
  • Anchoring in cracked and uncracked concrete, masonry consisting of solid and perforated brick, aerated concrete and for post-installed reinforcement rods.

  • Suitable for attaching metal structures, metal profiles, wooden structures, brackets, grids, pipes, cable conduits etc.
Instructions

A 330 ml and 420 ml cartridge can continue to be used until the best before date, by changing the mixer nozzle or resealing it with the end cap.

Type description

WIT-VM 250

Contents

300 ml

Included in delivery

Mortar cartridge 300 ml (tubular film) + 1 x mixer nozzle

Suitable application gun

Application gun WIT 330ml, Application gun MULTI, Silicone application gun 310ml

Min./max. processing temperature /conditions

-10 to 40 °C / temperature in the anchorage ground during processing and hardening

Min./max. ambient temperature / Conditions

-40 to 120 °C / after completely curing process

Temperature resistance, long-term temperatures max.

72 °C

Temperature resistance, short-term temperatures max.

120 °C

Shelf life from production/conditions

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

Approval

ETA-12/0164, ETA-13/1040, ETA-16/0757, ETA-20/0854

Chemical basis

Vinylester, styrene free

Colour

Grey

Performance data: Perforated block masonry with perforated sleeve
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
Anchor size Brick compressive strength [N/mm²] Brick density [kg/dm³] Brick format6) [mm] Effective anchorage depth hef [mm] Minimum member thickness hmin [mm] Maximum installation torque Tinst,max [Nm] Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN] Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN] Char. spacing parallel to bed joint4) scr || [mm] Char. spacing perpendicular to bed joint4) scr ⊥ [mm] Minimum spacing 4) smin [mm] Char. edge distance ccr [mm] Minimum edge distance4) cmin [mm]
Hollow sand-lime block KS L-3DF EN 771-2
M12
Perforated sleeve 20x200 		8 1,4 240 x 175 x 113 200 240 2 1,14 1.147)/0.438) 240 120 120 120 60
12 1,57 1.147)/0.438)
14 1,71 1.717)/0.578)
M16/IT M10
Perforated sleeve 20x85 		8 85 115 1,14 1.147)/0.438)
12 1,57 1.147)/0.438)
14 1,71 1.717)/0.578)
M16
Perforated sleeve 20x130 		8 130 195 1,14 1.147)/0.438)
12 1,57 1.147)/0.438)
14 1,71 1.717)/0.578)
M16
Perforated sleeve 20x200 		8 200 240 1,14 1.147)/0.438)
12 1,57 1.147)/0.438)
14 1,71 1.717)/0.578)
Hollow sand-lime block KS L-12DF EN 771-2
M8
Perforated sleeve 12x80 		10 1,39 498 x 175 x 238 80 115 2 0,17 0,71 500 240 120 100 100
12 0,17 0,86
16 0,26 1,0
M8
Perforated sleeve 16x85 		10 85 115 0,17 1,57
12 0,17 1,86
16 0,26 2,29
M8
Perforated sleeve 16x130 		10 130 195 0,71 1,57
12 0,86 1,86
16 1,0 2,29
M10/IT M6
Perforated sleeve 16x85 		10 85 115 0,17 1,57
12 0,17 1,86
16 0,26 2,29
M10
Perforated sleeve 16x130 		10 130 195 0,71 1,57
12 0,86 1,86
16 1,0 2,29
M12/IT M8
Perforated sleeve 20x85 		10 85 115 0,43 1,57
12 0,43 1,86
16 0,57 2,29
M12
Perforated sleeve 20x130 		10 130 195 0,71 1,57 120 120
12 0,86 1,86
16 1,0 2,29
M16/IT M10
Perforated sleeve 20x85 		10 85 115 0,43 1,57
12 0,43 1,86
16 0,57 2,29
M16
Perforated sleeve 20x130 		10 130 195 0,71 1,57
12 0,86 1,86
16 1,0 2,29
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be found in the European Technical Assessment.
7) Transverse tension load parallel to free edge
8) Transverse tension load directed towards free edge
Performance data: Perforated block masonry with perforated sleeve
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
Anchor size Brick compressive strength [N/mm²] Brick density [kg/dm3] Brick format6) [mm] Effective anchorage depth hef [mm] Minimum member thickness hmin [mm] Maximum installation torque Tinst,max [Nm] Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN] Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN] Char. spacing parallel to bed joint4) scr || [mm] Char. spacing perpendicular to bed joint4) scr ⊥ [mm] Minimum spacing 4) smin [mm] Char. edge distance ccr [mm] Minimum edge distance4) cmin [mm]
Vertically perforated brick HLz-16DF EN 771-1
M12
Perforated sleeve 20x130 		6 0,83 497 x 240 x 238 130 195 2 1,0 1,71 500 240 100 120 120
8 1,29 2,0
12 1,43 2,57
14 1,57 2,57
M12
Perforated sleeve 20x200 		6 200 240 1,0 1,71
8 1,29 2,0
12 1,43 2,57
14 1,57 2,57
M16/IT M10
Perforated sleeve 20x85 		6 85 115 0,71 1,43
8 0,86 1,71
12 1,0 2,0
14 1,14 2,0
M16
Perforated sleeve 20x130 		6 130 195 1,0 1,71
8 1,29 2,0
12 1,43 2,57
14 1,57 2,57
M16
Perforated sleeve 20x200 		6 200 240 1,0 1,71
8 1,29 2,0
12 1,43 2,57
14 1,57 2,57
Hollow sand-lime block KS L-3DF EN 771-2
M8
Perforated sleeve 12x80 		8 1,4 240 x 175 x 113 80 115 2 0,43 0.717)/0.288) 240 120 120 100 60
12 0,57 1.147)/0.438)
14 0,71 1.07)/0.438)
M8
Perforated sleeve 16x85 		8 85 115 8 0,43 1.147)/0.438)
12 0,57 1.147)/0.438)
14 0,71 1.717)/0.578)
M8
Perforated sleeve 16x130 		8 130 195 0,43 1.147)/0.438)
12 0,71 1.147)/0.438)
14 0,71 1.717)/0.578)
M10/IT M6
Perforated sleeve 16x85 		8 85 115 0,43 1.147)/0.438)
12 0,57 1.147)/0.438)
14 0,71 1.717)/0.578)
M10
Perforated sleeve 16x130 		8 130 195 0,43 1.147)/0.438)
12 0,71 1.147)/0.438)
14 0,71 1.717)/0.578)
M12/IT M8
Perforated sleeve 20x85 		8 85 115 1,14 1.147)/0.438) 120
12 1,57 1.147)/0.438)
14 1,71 1.717)/0.578)
M12
Perforated sleeve 20x130 		8 130 195 1,14 1.147)/0.438)
12 1,57 1.147)/0.438)
14 1,71 1.717)/0.578)
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be found in the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Performance data: Solid and perforated block masonry with perforated sleeve
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
Anchor size Brick compressive strength [N/mm²] Brick density [kg/dm³] Brick format6) [mm] Minimum member thickness hmin [mm] Effective anchorage depth hef [mm] Maximum installation torque Tinst,max [Nm] Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN] Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN] Char. spacing parallel to bed joint4) scr || [mm] Char. spacing perpendicular to bed joint4) scr ⊥ [mm] Minimum spacing 4) smin [mm] Char. edge distance ccr [mm] Minimum edge distance4) cmin [mm]
Lightweight solid concrete block Vbl EN 771-3
M12/IT M8
Perforated sleeve 20x85 		2 0,63 300 x 123 x 248 115 85 2 0,71 0,86 255 255 120 127,5 60
M12
Perforated sleeve 20x130 		195 130 0,71 0,86 390 390 195
M12
Perforated sleeve 20x200 		240 200 0,71 0,86 600 600 300
M16/IT M10
Perforated sleeve 20x85 		115 85 0,71 0,86 255 255 127,5
M16
Perforated sleeve 20x130 		195 130 0,71 0,86 390 390 195
M16
Perforated sleeve 20x200 		240 200 0,71 0,86 600 600 300
Vertically perforated brick HLz-16DF EN 771-1
M8
Perforated sleeve 12x80 		6 0,83 497 x 240 x 238 115 80 2 0,71 0,71 500 240 100 100 100
8 0,86 0,86
12 1,0 1,14
14 1,14 1,14
M8
Perforated sleeve 16x85 		6 115 85 0,71 1,29
8 0,86 1,57
12 1,0 1,86
14 1,14 1,86
M8
Perforated sleeve 16x130 		6 195 130 1,0 1,29
8 1,29 1,57
12 1,43 1,86
14 1,57 1,86
M10
Perforated sleeve 16x85 		6 115 85 0,71 1,29
8 0,86 1,57
12 1,0 1,86
14 1,14 1,86
M10
Perforated sleeve 16x130 		6 195 130 1,0 1,29
8 1,29 1,57
12 1,43 1,86
14 1,57 1,86
M12
Perforated sleeve 20x85 		6 115 85 0,71 1,43 120 120
8 0,86 1,71
12 1,0 2,0
14 1,14 2,0
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be found in the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Performance data: Solid block masonry without perforated sleeve
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
Anchor size Brick compressive strength [N/mm²] Brick density [kg/dm³] Brick format6) [mm] Effective anchorage depth hef [mm] Minimum member thickness hmin [mm] Maximum installation torque Tinst,max [Nm] Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN] Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN] Char. spacing parallel to bed joint4) scr || [mm] Char. spacing perpendicular to bed joint4) scr ⊥ [mm] Minimum spacing 4) smin [mm] Char. edge distance ccr [mm] Minimum edge distance4) cmin [mm]
Solid brick Mz-DF EN 771-1
M8 10 1,64 240 x 115 x 55 80 110 14 1.0 (0.43)7) 1.0 (0.34)7) 240 240 120 120 (60)7)
20 1.29 (0.71)7) 1.43 (0.43)7)
28 1.57 (0.71)7) 1.57 (0.57)7)
M10/
IT M6 		10 90 120 1.0 (0.43)7) 1.0 (0.34)7) 270 270 120 135 (60)7)
20 1.57 (0.71)7) 1.43 (0.43)7)
28 1.71 (0.86)7) 1.57 (0.57)7)
M12/
IT M8 		10 100 130 1.14 (0.57)7) 1.0 (0.34)7) 300 300 120 150 (60)7)
20 1.71 (0.86)7) 1.43 (0.43)7)
28 2.0 (1.0)7) 1.57 (0.57)7)
M16/
IT M10 		10 100 130 1.14 (0.57)7) 1.57 (0.43)7) 300 300 120 150 (60)7)
20 1.71 (0.86)7) 2.29 (0.71)7)
28 2.0 (1.0)7) 2.57 (0.86)7)
Solid sand-lime block KS-NF EN 771-2
M8 10 2,0 240 x 115 x 55 80 110 2 1.29 (0.57)7) 0.71 (0.43)7) 240 240 120 120 (60)7)
20 1.57 (0.71)7) 1.14 (0.71)7)
27 1.86 (0.86)7) 1.29 (0.71)7)
M10/
IT M6 		10 90 120 1.29 (0.57)7) 0.86 (0.57)7) 270 270 120 135 (60)7)
20 1.57 (0.71)7) 1.29 (0.71)7)
27 1.86 (0.86)7) 1.57 (0.86)7)
M12/
IT M8 		10 100 130 1.29 (0.57)7) 0.71 (0.43)7) 300 300 120 150 (60)7)
20 1.57 (0.71)7) 1.14 (0.71)7)
27 1.86 (0.86)7) 1.29 (0.71)7)
M16/
IT M10 		10 100 130 1.0 (0.43)7) 0.71 (0.43)7) 300 300 120 150 (60)7)
20 1.43 (0.71)7) 1.14 (0.71)7)
27 1.57 (0.71)7) 1.29 (0.71)7)
Lightweight solid concrete block Vbl EN 771-3
M8 2 0,63 300 x 123 x 248 80 110 2 0,71 0,86 240 240 120 120 60
90 120 0,86 0,86 270 270 120 135 60
M10/
IT M6 		90 120 0,86 0,86
M12/
IT M8 		100 130 0,86 0,86 300 300 120 150 60
M16/
IT M10 		100 130 0,86 0,86
Autoclaved aerated concrete (AAC) 6 EN 771-4
M8 6 0,6 499 x 240 x 249 80 110 2 0.89 (0.54)7) 2,14 240 240 100 120 cmin,N = (75)7)
cmin,V|| = (75)7)
cmin,V ⊥ = ccr
M10/
IT M6 		90 120 1.07 (0.71)7) 3,57 270 270 100 135
M12/
IT M8 		100 130 1.43 (1.07)7) 3,57 300 300 100 150
M16/
IT M10 		100 130 1.96 (1.25)7) 3,57
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be taken from the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Installation parameters for internal thread anchor W-VI-IG
Masonry consisting of autoclaved aerated concrete and solid block without perforated sleeve
Anchor diameter IT-M6x90
Without perforated sleeve 		IT-M8x100
Without perforated sleeve 		IT-M10x100
Without perforated sleeve
Plastic perforated sleeve
Nominal drill dia. d0 [mm] 12 14 18
Drill hole depth h0 ≥ [mm] 90 100 100
Effective anchorage depth hef = [mm] 90 100 100
Minimum wall thickness hmin = [mm] hef + 30 mm
Through hole in the member being connected df ≤ [mm] 7 9 12
Brush diameter db ≥ [mm] 14 16 20
Torque while installing anchor Tinst ≤ [Nm] See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table
Masonry consisting of perforated block with perforated sleeve and solid block with perforated sleeve
Anchor diameter IT-M6x80
Perforated sleeve 16x85 		IT-M8x80
Perforated sleeve 20x85 		IT-M10x80
Perforated sleeve 20x85
Plastic perforated sleeve
Nominal drill dia. d0 [mm] 16 20 20
Drill hole depth h0 ≥ [mm] 90 90 90
Effective anchorage depth hef = [mm] 85 85 85
Minimum wall thickness hmin = [mm] 115 115 115
Through hole in the member being connected df ≤ [mm] 7 9 12
Brush diameter db ≥ [mm] 18 22 22
Torque while installing anchor Tinst ≤ [Nm] See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table
Performance data: Solid block masonry without perforated sleeve
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in European Technical Assessment A-16/0757
Anchor size Brick compressive strength [N/mm²] Brick density [kg/dm³] Brick format6) [mm] Effective anchorage depth hef [mm] Minimum member thickness hmin [mm] Maximum installation torque Tinst,max [Nm] Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN] Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN] Char. spacing parallel to bed joint4) scr || [mm] Char. spacing perpendicular to bed joint4) scr ⊥ [mm] Minimum spacing 4) smin [mm] Char. edge distance ccr [mm] Minimum edge distance4) cmin [mm]
Solid sand-lime block KS-NF EN 771-2
M10/IT M6
Perforated sleeve 16x85 		10 2,0 240 x 115 x 71 85 115 2 0.86 (0.43)7) 0.71 (0.43)7) 255 255 120 127,5 (60)7)
20 2,0 240 x 115 x 71 2 1.29 (0.57)7) 1.14 (0.71)7) (60)7)
27 2,0 240 x 115 x 71 2 1.43 (0.71)7) 1.29 (0.71)7) (60)7)
M10
Perforated sleeve 16x130 		10 2,0 240 x 115 x 71 130 195 2 0.86 (0.43)7) 0.71 (0.43)7) 390 390 120 195 (60)7)
20 2,0 240 x 115 x 71 2 1.29 (0.57)7) 1.14 (0.71)7) (60)7)
27 2,0 240 x 115 x 71 2 1.43 (0.71)7) 1.29 (0.71)7) (60)7)
M12/IT M8
Perforated sleeve 20x85 		10 2,0 240 x 115 x 71 85 115 2 0.71 (0.34)7) 0.71 (0.43)7) 255 255 120 127,5 (60)7)
20 2,0 240 x 115 x 71 2 1.14 (0.57)7) 1.14 (0.71)7) (60)7)
27 2,0 240 x 115 x 71 2 1.29 (0.57)7) 1.29 (0.71)7) (60)7)
M12
Perforated sleeve 20x130 		10 2,0 240 x 115 x 71 130 195 2 0.71 (0.34)7) 0.71 (0.43)7) 390 390 120 195 (60)7)
20 2,0 240 x 115 x 71 2 1.14 (0.57)7) 1.14 (0.71)7) (60)7)
27 2,0 240 x 115 x 71 2 1.29 (0.57)7) 1.29 (0.71)7) (60)7)
M12
Perforated sleeve 20x200 		10 2,0 240 x 115 x 71 200 240 2 0.71 (0.34)7) 0.71 (0.43)7) 600 600 120 300 (60)7)
20 2,0 240 x 115 x 71 2 1.14 (0.57)7) 1.14 (0.71)7) (60)7)
27 2,0 240 x 115 x 71 2 1.29 (0.57)7) 1.29 (0.71)7) (60)7)
M16/IT M10
Perforated sleeve 20x85 		10 2,0 240 x 115 x 71 85 115 2 0.71 (0.34)7) 0.71 (0.43)7) 255 255 120 127,5 (60)7)
20 2,0 240 x 115 x 71 2 1.14 (0.57)7) 1.14 (0.71)7) (60)7)
27 2,0 240 x 115 x 71 2 1.29 (0.57)7) 1.29 (0.71)7) (60)7)
M16
Perforated sleeve 20x130 		10 2,0 240 x 115 x 71 130 195 2 0.71 (0.34)7) 0.71 (0.43)7) 390 390 120 195 (60)7)
20 2,0 240 x 115 x 71 2 1.14 (0.57)7) 1.14 (0.71)7) (60)7)
27 2,0 240 x 115 x 71 2 1.29 (0.57)7) 1.29 (0.71)7) (60)7)
M16
Perforated sleeve 20x200 		10 2,0 240 x 115 x 71 200 240 2 0.71 (0.34)7) 0.71 (0.43)7) 600 600 120 300 (60)7)
20 2,0 240 x 115 x 71 2 1.14 (0.57)7) 1.14 (0.71)7) (60)7)
27 2,0 240 x 115 x 71 2 1.29 (0.57)7) 1.29 (0.71)7) (60)7)
Lightweight solid concrete block Vbl EN 771-3
M8
Perforated sleeve 12x80 		2 0,63 300 x 123 x 248 80 115 2 0,71 0,86 240 240 120 120 60
M8
Perforated sleeve 16x85 		85 115 0,71 0,86 255 255 127,5
M8
Perforated sleeve 16x130 		130 195 0,71 0,86 390 390 195
M10/IT M6
Perforated sleeve 16x85 		85 115 0,71 0,86 255 255 127,5
M10
Perforated sleeve 16x130 		130 195 0,71 0,86 390 390 195
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be found in the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Performance data: Solid block masonry without perforated sleeve
Individual fixing point (dry masonry, temperature range 50 °C1)/80 °C2))
Other minimum compressive strengths, temperature ranges (24 °C1)/40 °C2); 72 °C1)/120 °C2)), wet masonry, edge distances and spacings can be found in the European Technical Assessment ETA-16/0757
Anchor size Brick compressive strength [N/mm²] Brick density [kg/dm³] Brick format6) [mm] Effective anchorage depth hef [mm] Minimum member thickness hmin [mm] Maximum installation torque Tinst,max [Nm] Admissible tensile load3)4)5) (individual anchor without influence of the edge distance) Nadm [kN] Admissible shear load3)4)5) (individual anchor without influence of the edge distance) Vadm [kN] Char. spacing parallel to bed joint4) scr || [mm] Char. spacing perpendicular to bed joint4) scr ⊥ [mm] Minimum spacing 4) smin [mm] Char. edge distance ccr [mm] Minimum edge distance4) cmin [mm]
Solid brick Mz-DF EN 771-1
M8
Perforated sleeve 12x80 		10 1,64 240 x 115 x 55 80 115 2 1.0 (0.43)7) 1.0 (0.34)7) 240 240 120 120 (60)7)
20 1,64 240 x 115 x 55 2 1.29 (0.71)7) 1.43 (0.43)7)
28 1,64 240 x 115 x 55 2 1.57 (0.71)7) 1.57 (0.57)7)
M8
Perforated sleeve 16x85 		10 1,64 240 x 115 x 55 85 115 2 1.0 (0.43)7) 1.0 (0.34)7) 255 255 120 127,5 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
28 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M8
Perforated sleeve 16x130 		10 1,64 240 x 115 x 55 130 195 2 1.0 (0.43)7) 1.0 (0.34)7) 390 390 120 195 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
28 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M10/IT M6
Perforated sleeve 16x85 		10 1,64 240 x 115 x 55 85 115 2 1.0 (0.43)7) 1.0 (0.43)7) 255 255 120 127,5 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
28 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M10
Perforated sleeve 16x130 		10 1,64 240 x 115 x 55 130 195 2 1.0 (0.43)7) 1.0 (0.43)7) 390 390 120 195 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
27 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M12/IT M8
Perforated sleeve 20x85 		10 1,64 240 x 115 x 55 85 115 2 1.0 (0.43)7) 1.0 (0.43)7) 255 255 120 127,5 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
27 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M12
Perforated sleeve 20x130 		10 1,64 240 x 115 x 55 130 195 2 1.0 (0.43)7) 1.0 (0.43)7) 390 390 120 195 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
27 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M12
Perforated sleeve 20x200 		10 1,64 240 x 115 x 55 200 240 2 1.0 (0.43)7) 1.0 (0.43)7) 600 600 120 300 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
27 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M16/IT M10
Perforated sleeve 20x85 		10 1,64 240 x 115 x 55 85 115 2 1.0 (0.43)7) 1.0 (0.43)7) 255 255 120 127,5 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
28 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M16
Perforated sleeve 20x130 		10 1,64 240 x 115 x 55 130 195 2 1.0 (0.43)7) 1.0 (0.43)7) 390 390 120 195 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
28 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
M16
Perforated sleeve 20x200 		10 1,64 240 x 115 x 55 200 240 2 1.0 (0.43)7) 1.0 (0.43)7) 600 600 120 300 (60)7)
20 1,64 240 x 115 x 55 2 1.43 (0.71)7) 1.43 (0.43)7)
28 1,64 240 x 115 x 55 2 1.71 (0.86)7) 1.57 (0.57)7)
Solid sand-lime block KS-NF EN 771-2
M8
Perforated sleeve 12x80 		10 2,0 240 x 115 x 71 80 115 2 1.0 (0.43)7) 0.71 (0.43)7) 240 240 120 120 (60)7)
20 1.43 (0.71)7) 1.14 (0.71)7)
27 1.71 (0.86)7) 1.29 (0.71)7)
M8
Perforated sleeve 16x85 		10 85 115 0.86 (0.43)7) 0.71 (0.43)7) 255 255 120 127,5 (60)7)
20 1.29 (0.57)7) 1.14 (0.71)7)
27 1.43 (0.71)7) 1.29 (0.71)7)
M8
Perforated sleeve 16x130 		10 130 195 0.86 (0.43)7) 0.71 (0.43)7) 390 390 120 195 (60)7)
20 1.29 (0.57)7) 1.14 (0.71)7)
27 1.43 (0.71)7) 1.29 (0.71)7)
1) Maximum long-term temperature
2) Maximum short-term temperature
3) The partial safety factors of the resistances regulated in the approval and ETAG 029 and a partial safety factor of the actions of γF = 1.4 have been taken into account.
4) If the characteristic spacing and edge distances are reduced, the admissible loads must also be reduced. The smallest possible spacing or edge distance is the minimum spacing smin or minimum edge distance cmin.
5) For combinations of tensile and shear loads, bending moments or reduced edge distances and spacings, see the European Technical Assessment. If the masonry joints are not visible, the load capacity should be reduced by a factor of αj = 0.75. If the masonry joints are visible (e.g. on an unplastered wall) the following should be observed: 1. The load capacity may only be assessed when the masonry joint is filled with mortar. 2. If the masonry joints are not filled with mortar, the load capacity may only be assessed if the minimum edge distance cmin to the perpend joints has been adhered to. If this minimum edge distance cmin is not adhered to, the load capacity should be reduced by a factor of αj = 0.75. Documentation for brick removal must also be supplied in accordance with ETAG 029 Annex C.
6) The brick and hole geometry must be taken from the European Technical Assessment.
7) Nadm or Vadm applies for the edge distance ccr, clip value (Nadm) or (Vadm) applies for the minimum edge distance (cmin).
Cracked and uncracked concrete: Performance data and installation parameters
Temperature range: 24 °C1)/40 °C2) (temperature ranges 50 °C/80 °C and 72 °C/120 °C; see ETA-12/0164)
Base material: Dry and wet concrete (base material: water-filled drill hole; see ETA-12/0164)
Concrete compressive strength: C20/25 (C25/30 to C50/60 see ETA-12/0164, without congested reinforcement)
Anchor diameter M8 M10 M12 M16
Effective anchorage depth hef [mm] 60 80 160 60 90 200 70 110 240 80 125 320
Cracked concrete
Admissible centric tension load3)
(individual anchor without the influence of the edge distance) 		Zinc-plated steel, 5.8 Nadm [kN] 2,4 3,2 6,4 3,7 5,6 12,5 5,8 9,1 19,7 8,8 13,7 35,1
Zinc-plated steel, 8.8 Nadm [kN] 2,4 3,2 6,4 3,7 5,6 12,5 5,8 9,1 19,7 8,8 13,7 35,1
A4 and HCR
stainless steel 		Nadm [kN] 2,4 3,2 6,4 3,7 5,6 12,5 5,8 9,1 19,7 8,8 13,7 35,1
Admissible shear load3)
(individual anchor without the influence of the edge distance) 		Zinc-plated steel, 5.8 Vadm [kN] 5,1 5,1 5,1 8,6 8,6 8,6 12,0 12,0 12,0 21,1 22,3 22,3
Zinc-plated steel, 8.8 Vadm [kN] 5,7 7,7 8,6 9,0 13,1 13,1 13,8 19,4 19,4 21,1 32,0 36,0
A4 and HCR
stainless steel 		Vadm [kN] 5,7 6,0 6,0 9,0 9,2 9,2 13,7 13,7 13,7 21,1 25,2 25,2
Uncracked concrete
Admissible centric tension load3)
(individual anchor without the influence of the edge distance) 		Zinc-plated steel, 5.8 Nadm [kN] 7,2 8,6 8,6 9,0 13,4 13,8 11,7 19,7 20,0 14,4 28,0 37,1
Zinc-plated steel, 8.8 Nadm [kN] 7,2 9,6 13,8 9,0 13,4 21,9 11,7 19,7 31,9 14,4 28,0 59,5
A4 and HCR
stainless steel 		Nadm [kN] 7,2 9,6 9,9 9,0 13,4 15,7 11,7 19,7 22,5 14,4 28,0 42,0
Admissible shear load3)
(individual anchor without the influence of the edge distance) 		Zinc-plated steel, 5.8 Vadm [kN] 5,1 5,1 5,1 8,6 8,6 8,6 12,0 12,0 12,0 22,3 22,3 22,3
Zinc-plated steel, 8.8 Vadm [kN] 8,6 8,6 8,6 13,1 13,1 13,1 19,4 19,4 19,4 30,6 36,0 36,0
A4 and HCR
stainless steel 		Vadm [kN] 6,0 6,0 6,0 9,2 9,2 9,2 13,7 13,7 13,7 25,2 25,2 25,2
Nominal drill dia. d0 [mm] 10 12 14 18
Drill hole depth/effective anchorage depth h0/hef [mm] 60 80 160 60 90 200 70 110 240 80 125 320
Minimum edge distance cmin [mm] 40 50 60 80
Minimum spacing smin [mm] 40 50 60 80
Minimum member thickness hmin [mm] 100 110 190 100 120 230 100 140 270 116 161 356
Through hole in the member being connected df ≤ [mm] 9 12 14 18
Torque while installing anchor Tinst ≤ [Nm] 10 20 40 80
1) Maximum long-term temperature
2) Maximum short-term temperature
3) 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. Please refer to the EOTA Technical Report TR 029 "Design of Bonded Anchors" for information on combining
tensile and shear loads, the influence of the edge distance and groups of anchors.
Characteristic values for masonry consisting of autoclaved aerated concrete and solid block without perforated sleeve
Anchor diameter M8 M10 M12 M16
Plastic perforated sleeve Without perforated sleeve Without perforated sleeve Without perforated sleeve Without perforated sleeve
Nominal drill dia. d0 [mm] 10 12 14 18
Drill hole depth h0 ≥ [mm] 80 90 100 100
Effective anchorage depth hef = [mm] 80 90 100 100
Minimum wall thickness hmin = [mm] hef + 30 mm
Through hole in the member being connected df ≤ [mm] 9 12 14 18
Brush diameter db ≥ [mm] 12 14 16 20
Torque while installing anchor Tinst ≤ [Nm] See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table
Masonry consisting of perforated block with perforated sleeve and solid block with perforated sleeve
Anchor diameter M8 M8/M10 M12/M16
Plastic perforated sleeve Perforated sleeve 12x80 Perforated sleeve 16x85 Perforated sleeve 16x130 Perforated sleeve
20x85 		Perforated sleeve
20x130 		Perforated sleeve
20x200
Nominal drill dia. d0 [mm] 12 16 16 20 20 20
Drill hole depth h0 ≥ [mm] 85 90 135 90 135 205
Effective anchorage depth hef = [mm] 80 85 130 85 130 200
Minimum wall thickness hmin = [mm] 115 115 195 115 195 195
Through hole in the member being connected df ≤ [mm] 9 9 (M8)/12 (M10) 14 (M12)/18 (M16)
Brush diameter db ≥ [mm] 14 18 22
Torque while installing anchor Tinst ≤ [Nm] See European Technical Assessment ETA-16/0757 and ETA-20/0854 or load table
Cracked and uncracked concrete: Performance data and installation parameters
Temperature range: 24 °C1)/40 °C2) (temperature ranges 50 °C/80 °C and 72 °C/120 °C; see ETA-12/0164)
Base material: Dry and wet concrete (base material: water-filled drill hole; see ETA-12/0164)
Concrete compressive strength: C20/25 (C25/30 to C50/60 see ETA-12/0164, without congested reinforcement)
Anchor diameter M20 M24 M27 M30
Effective anchorage depth hef [mm] 90 170 400 96 210 480 108 240 540 120 270 600
Cracked concrete
Admissible centric tension load3)
(individual anchor without the influence of the edge distance) 		Zinc-plated steel, 5.8 Nadm [kN] 12,2 23,3 54,9 13,4 34,6 79,0 16,0 52,5 109,5 18,8 63,4 133,3
Zinc-plated steel, 8.8 Nadm [kN] 12,2 23,3 54,9 13,4 34,6 79,0 16,0 52,5 118,1 18,8 63,4 145,9
A4 and HCR
stainless steel 		Nadm [kN] 12,2 23,3 54,9 13,4 34,6 79,0 16,0 52,5 57,4 18,8 63,4 70,2
Admissible shear load3)
(individual anchor without the influence of the edge distance) 		Zinc-plated steel, 5.8 Vadm [kN] 29,3 34,9 34,9 32,2 50,3 50,3 38,5 65,7 65,7 45,1 80,0 80,0
Zinc-plated steel, 8.8 Vadm [kN] 29,3 55,9 56,0 32,2 80,6 80,6 38,5 105,1 105,1 45,1 128,0 128,0
A4 and HCR
stainless steel 		Vadm [kN] 29,3 39,4 39,4 32,2 56,8 56,8 34,5 34,5 34,5 42,0 42,0 42,0
Uncracked concrete
Admissible centric tension load3)
(individual anchor without the influence of the edge distance) 		Zinc-plated steel, 5.8 Nadm [kN] 17,1 44,4 58,1 18,9 61,0 83,8 22,5 74,5 109,5 26,3 88,9 133,4
Zinc-plated steel, 8.8 Nadm [kN] 17,1 44,4 93,1 18,9 61,0 134,3 22,5 74,5 175,2 26,3 88,9 202,0
A4 and HCR
stainless steel 		Nadm [kN] 17,1 44,4 93,1 18,9 61,0 94,4 22,5 57,4 57,4 26,3 70,2 70,2
Admissible shear load3)
(individual anchor without the influence of the edge distance) 		Zinc-plated steel, 5.8 Vadm [kN] 34,9 34,9 34,9 45,2 50,3 50,3 54,0 65,7 65,7 63,2 80 80
Zinc-plated steel, 8.8 Vadm [kN] 41,1 56,0 56,0 45,2 80,6 80,6 54,0 105,1 105,1 63,2 128,0 128,0
A4 and HCR
stainless steel 		Vadm [kN] 39,4 39,4 39,4 45,2 56,8 56,8 34,5 34,5 34,5 42,0 42,0 42,0
Nominal drill dia. d0 [mm] 24 28 32 35
Drill hole depth/effective anchorage depth h0/hef [mm] 90 170 400 96 210 480 108 240 540 120 270 600
Minimum edge distance cmin [mm] 100 120 135 150
Minimum spacing smin [mm] 100 120 135 150
Minimum member thickness hmin [mm] 138 218 448 152 266 536 172 304 604 190 340 670
Through hole in the member being connected df ≤ [mm] 22 26 30 33
Torque while installing anchor Tinst ≤ [Nm] 120 160 180 200
1) Maximum long-term temperature
2) Maximum short-term temperature
3) 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, on the influence of the edge distance and on anchor groups, please observe EOTA Technical Report TR 029 "Design of Bonded Anchors".

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Product
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/PU

MIX-DWL-PLA-WIT

For WIT cartridges of WIT-VM 250, WIT-VM 100, WIT-Nordic, WIT-Express, WIT-PM 200, WIT-EA 150 systems with cleaning element

ANC-(W-VD-A/S)-(A2K)-20-M8X110

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs

ANC-(W-VD-A/S)-(A2K)-30-M10X130

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs

ANC-(W-VD-A/S)-(A2K)-35-M12X160

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs

ANC-(W-VD-A/S)-(A2K)-45-M16X190

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs

ANC-(W-VD-A/S)-(A2K)-60-M20X260

For compound anchor cartridge system W-VD and WIT injection systems in concrete. Zinc-plated steel
x 10 pcs
The packaging unit defines the number of articles in one packaging. In the catalog segment you can choose from different packaging units if a pop-up menu is displayed.

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The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
AAA = 3 digits for dimension part 1
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Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076
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APPLGUN-F.DWL-(WIT-MULTI)

For application of virtually all WIT cartridges and silicone cartridges
x 1 pcs

BLWOTPMP-F.BRHOCLN-LAR

x 1 pcs

MAMNT-F.CLNBRSH-HEX

x 1 pcs

MAHOLD-F.CLNBRSH-PLUS-M6

x 1 pcs
The packaging unit defines the number of articles in one packaging. In the catalog segment you can choose from different packaging units if a pop-up menu is displayed.

Just leave the field empty if you don't know the packaging unit when directly entering the article number in the shopping basket or when importing with Easy-/VarioScan. The packaging unit will be determined automatically.
The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
AAA = 3 digits for dimension part 1
BBB = 3 digits for dimension part 2

Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076
Price per packaging unit (PU):
The displayed price is always in line with the displayed packaging, if the PU is 250 the price for 250 units, if the PU is 300 the price for 300 units.

Price with price key representation (PSL):
The price always applies to a quantity ruled through the price key:
Price for 1 unit
Price for 100 units
Price for 1000 units
The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.
In contrast to sales packaging and secondary packaging, the disposal costs for chemical-technical products are shown separately. The breakdown of the individual costs can be found on the relevant products and also in the shopping cart, as well as in our General Terms and Conditions (GTC).
Additive article:
 
Product
Description
Quantity
PU
Price
/PU

MANCLKGGUN-CART-MET-310ML

Simple design, semi-open, made of sheet steel with riveted struts
x 1 pcs
The packaging unit defines the number of articles in one packaging. In the catalog segment you can choose from different packaging units if a pop-up menu is displayed.

Just leave the field empty if you don't know the packaging unit when directly entering the article number in the shopping basket or when importing with Easy-/VarioScan. The packaging unit will be determined automatically.
The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
AAA = 3 digits for dimension part 1
BBB = 3 digits for dimension part 2

Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076
Price per packaging unit (PU):
The displayed price is always in line with the displayed packaging, if the PU is 250 the price for 250 units, if the PU is 300 the price for 300 units.

Price with price key representation (PSL):
The price always applies to a quantity ruled through the price key:
Price for 1 unit
Price for 100 units
Price for 1000 units
The quantity shows the number of pieces or units of measure contained in the order or delivery for the respective article.
In contrast to sales packaging and secondary packaging, the disposal costs for chemical-technical products are shown separately. The breakdown of the individual costs can be found on the relevant products and also in the shopping cart, as well as in our General Terms and Conditions (GTC).

Art.-no.
Cust. Mat. No.

Hazardous Material

Product information

Würth Catalogue

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Technical information
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