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BSD drill rod anchor - DRD-WOALUST-SK-PT-AW40-(RSI)-6,9X113 - 6
BSD drill rod anchor - DRD-WOALUST-SK-PT-AW40-(RSI)-6,9X113 - 1
BSD drill rod anchor - DRD-WOALUST-SK-PT-AW40-(RSI)-6,9X113 - 2

BSD drill rod anchor

Drill rod anchor
DRD-WOALUST-SK-PT-AW40-(RSI)-6,9X113

Art.-no. 5394216113
EAN 4046777066722
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BSD drill rod anchor

Art.-no. 5394216113

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Quantity
PU
x 50 pcs

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Twisting dowel pin with force-pushing UNC thread for steel or aluminium slotted sheet metal connections. High level of corrosion protection due to zinc-flake coating.
  • Direct screwing into 6 mm thick aluminium extrusion profiles without pre-drilling.

  • For aluminium thicknesses over 6 mm and steel connections over 4 mm, pre-drill with a diameter of 6 mm

  • Quick and easy, effort-saving screwing-in thanks to integrated forced feed

  • High load-bearing capacity and high yield moment thanks to hardened steel quality
Proof of Performance

EN 14592

Notice

The general conditions of EN 14592:2008+A1:2012 and EC5 (EN 1995-1-1:2004 + AC:2006 + A1:2008) must be observed and applied.

EN 14592

Application area

Dowel pins for attaching slotted sheet metal/wood connections made of steel or aluminium.

Instructions

Direct fitting or placement of BSD drill rod anchor when using aluminium extrusion profiles.


In the case of slotted sheet metal connections made of steel or flexible aluminium sheets, pre-drill through the wood and the metal slotted plate with a diameter of 6 mm.


In the case of multi-shear connections and when using wood with a bulk density of more than 350 kg/m3, position a screw clamp perpendicular to the slotted sheet metal to avoid excessive lateral tension on the wooden support during assembly.

Head type

Round washer head

Internal drive

AW40

Head diameter (dh)

18 mm

Head height (dk)

2.5 mm

Diameter (d)

6.93 mm

Length (l)

113 mm

Thread length (lg)

50 mm

Shape of tip

Drilling tip

Material

Hardened steel

Drill tip length

15 mm

Surface

Flake zinc silver

Product weight (per item)

36.000 g

Yield moment

43.5 Nm

Approval

EN 14592

120 6.9 x 113 1 112 56 – 10,3 56 – 7,74
2 104 17 ≤ ta ≤ 22 60 ≤ ti ≤ 70 17,9 ≤ 26 ≥ 52 12,3
3 96 ≤ 21 ≥ 27 16,4 ≤ 26 ≥ 22 11,3
140 6.9 x 133 1 132 66 – 11,5 66 – 8,46
2 124 27 70 20,7 20 ≤ ta ≤ 26 72 ≤ ti ≤ 84 14,8
3 116 ≤ 21 ≥ 37 20,1 ≤ 26 ≥ 32 13,8
160 6.9 x 153 1 152 76 – 12,7 76 – 9,27
2 144 36 72 21,5 29 86 16,9
3 136 ≤ 21 ≥ 47 23,8 ≤ 26 ≥ 42 16,4
180 6.9 x 173 1 172 86 – 13,0 86 – 10,1
2 164 46 72 22,3 39 86 17,6
3 156 ≤ 21 ≥ 57 27,5 ≤ 26 ≥ 52 18,9
200 6.9 x 193 1 192 96 – 13,0 96 – 10,8
2 184 56 72 23,3 49 86 18,1
3 176 18 ≤ ta ≤ 21 67 ≤ ti ≤ 70 31,2 ≤ 26 ≥ 62 21,4
220 6.9 x 213 1 212 106 – 13,0 106 – 10,8
2 204 67 70 24,5 59 86 18,7
3 196 27 71 33,8 13 ≤ ta ≤ 26 72 ≤ ti ≤ 85 24,0
240 6.9 x 233 1 232 116 – 13,0 116 – 10,8
2 224 76 72 25,7 26 12 19,5
3 216 37 71 34,5 23 ≤ ta ≤ 26 82 ≤ ti ≤ 85 26,5
The bearing capacities given are for coniferous wood C24 (rk = 350 kg/m³). For other strength classes, the load capacities can be multiplied by the factors in Table 4.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
120 6.9 x 113 1 114 57 – 10,4 57 – 7,81
2 108 20 68 18,6 12 ≥ ta ≤ 26 56 ≤ ti ≤ 84 12,8
3 102 ≤ 21 ≥ 30 17,5 ≤ 26 ≥ 25 12,1
140 6.9 x 133 1 134 67 – 11,6 67 – 8,54
2 128 29 70 21,0 24 80 15,3
3 122 ≤ 21 ≥ 40 21,2 ≤ 26 ≥ 35 14,6
160 6.9 x 153 1 154 77 – 12,7 77 – 9,35
2 148 38 72 21,6 31 86 17,2
3 142 ≤ 21 ≥ 50 24,9 ≤ 26 ≥ 45 17,1
180 6.9 x 173 1 174 87 – 13,0 87 – 10,2
2 168 48 72 22,5 41 86 17,7
3 162 11 ≤ ta ≤ 21 60 ≤ ti ≤ 70 28,6 ≤ 26 ≥ 55 19,7
200 6.9 x 193 1 194 97 – 13,0 97 – 10,8
2 188 58 72 23,5 51 53 18,2
3 182 21 70 32,3 ≤ 26 ≥ 65 22,2
220 6.9 x 213 1 214 107 – 13,0 107 – 10,8
2 208 69 70 24,7 61 86 18,9
3 202 30 71 34,2 16 ≥ ta ≤ 26 75 ≤ ti ≤ 85 24,7
240 6.9 x 233 1 234 117 – 13,0 117 – 10,8
2 228 78 72 25,8 71 86 19,7
3 222 40 71 34,8 26 85 27,3
The bearing capacities given are for coniferous wood C24 (rk = 350 kg/m³). For other strength classes, the load capacities can be multiplied by the factors in Table 4.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
2 100 15 ≤ ta ≤ 21 58 ≤ ti ≤ 70 17,1 ≤ 26 ≥ 48 11,8
3 90 ≤ 21 ≥ 24 15,3 ≤ 26 ≥ 19 10,5
140 6.9 x 133 1 130 65 – 11,3 65 – 8,39
2 120 25 70 20,3 18 ≤ ta ≤ 26 68 ≤ ti ≤ 84 14,3
3 110 ≤ 21 ≥ 34 19,0 ≤ 26 ≥ 29 13,1
160 6.9 x 153 1 150 75 – 12,6 75 – 9,18
2 140 34 72 21,3 27 86 16,7
3 130 ≤ 21 ≥ 44 22,7 ≤ 26 ≥ 39 15,6
180 6.9 x 173 1 170 85 – 13,0 85 – 10,0
2 160 44 72 22,1 37 86 17,6
3 150 ≤ 21 ≥ 54 26,4 ≤ 26 ≥ 49 18,1
200 6.9 x 193 1 190 95 – 13,0 95 – 10,7
2 180 54 72 23,1 47 86 18,0
3 170 15 ≤ ta ≤ 21 64 ≤ ti ≤ 70 30,1 ≤ 26 ≥ 59 20,7
220 6.9 x 213 1 210 105 – 13,0 105 – 10,8
2 200 65 70 24,2 57 86 18,6
3 190 24 71 33,2 ≤ 26 ≥ 69 23,2
240 6.9 x 233 1 230 115 – 13,0 115 – 10,8
2 220 74 72 25,5 26 12 19,3
3 210 34 71 34,4 20 ≤ ta ≤ 26 79 ≤ ti ≤ 85 25,7
The bearing capacities given are for coniferous wood C24 (rk = 350 kg/m³). For other strength classes, the load capacities can be multiplied by the factors in Table 4.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
7 4,38 4,71 4,98 5,21 5,60 5,92 6,20
8 4,94 5,31 5,61 5,88 6,31 6,68 6,99
9 5,49 5,90 6,24 6,53 7,02 7,42 7,77
10 6,04 6,49 6,86 7,18 7,72 8,16 8,54
60 28 70 26
70 26 76 27
80 24 79 28
90 21 80 28
Calculation basis
Sheet steel/wood connections with drill rod anchors are calculated in accordance with EN 1995-1-1 Section 8.6.
Characteristic values of drill rod anchors: d = 6.9 mm, My,Rk = 43.5 Nmm
The rod anchors must be pre-drilled to their nominal diameter and screwed in at one end flush with the surface at an angle of less than 90° to the direction of the grain.
Prerequisites for using the tabulated values
Sheet steel/wood connection with steel plates inside
Sheet steel: strength min. S235, minimum sheet thickness 3 mm for sufficient bearing stress capacity of sheet steel with edge distances of e1 ≥ 3 x d0 and e2 ≥ 1.5 x d0.
The load/grain angle a is 0° or 90°. The specified load capacities are not valid for other angles.
The rod anchors must be arranged perpendicular to the direction of the grain.
The rod anchors must be screwed in flush with the surface on one side.
The specified thickness of the outer and inner wooden components (ta and ti) must be observed.
The bearing capacities given are for coniferous woods with a characteristic bulk density pk of 350 kg/m³.
Connections with rod anchors should contain at least 2 drill rod anchors. Connections using one drill rod anchor only have half the calculated load capacity.
The minimum distances in line with EN 1995-1-1 Table 8.5.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

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