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Concrete screw with hexagon head W-BS/S - CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80 Concrete screw with hexagon head W-BS/S - CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80 Concrete screw with hexagon head W-BS/S - CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80 Concrete screw with hexagon head W-BS/S - CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80
Concrete screw with hexagon head W-BS/S - CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80 - 1
Concrete screw with hexagon head W-BS/S - CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80 - 2
Concrete screw with hexagon head W-BS/S - CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80 - 3
Concrete screw with hexagon head W-BS/S - CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80 - 4

Concrete screw with hexagon head W-BS/S

Concrete screw W-BS steel zinc plated type S
CONCSCR-(W-BS/S)-(A2K)-WS15-5-25-10X80

Art.-no. 5929121025

EAN 4046777685022

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Concrete screw with hexagon head W-BS/S

Art.-no. 5929121025

Price for selected packaging unit
Quantity
PU
x 25 pcs

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Anchor size

10 mm

Anchor length (l)

80 mm

Attachment height (t fix 1)

25 mm

Attachment height (t fix 2)

5 mm

Thread diameter

12 mm

Nominal drill-bit diameter (d 0)

10.0 mm

Drill hole depth (h 1.1)

65 mm

Drill hole depth (h 1.2)

85 mm

Embedding depth (h nom1)

55 mm

Embedding depth (h nom2)

75 mm

External drive

WS15

Material

Steel

Surface

Zinc plated

Washer diameter

20 mm

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

14.0 mm

Head type

Hexagon head

Type description

W-BS type S

General installation parameters in masonry:
Anchor size Diameter 5 6 8 10
Nominal length of thread engagement hnom hnom1 hnom1 hnom2 hnom1 hnom2 hnom1 hnom2
[mm] 35 35 55 45 65 55 75
Nominal drill diameter d0 [mm] 5 6 8 10
Diameter of cutting edges dcut ≤ [mm] 5,4 6,4 8,45 10,45
Drill hole depth h0 ≥ [mm] 55 55 75 65 85 75 95
Through hole in the fixture df ≤ [mm] 7 8 12 14
Performance data of an individual anchor in solid and perforated block masonry according to ETA-23/0196
Anchor size Nominal length of thread engagement Admissible tensile load Admissible shear load Min. edge distance Min. spacing Distance from joints Max. torque for manual installation Max. torque for installation with drill/driver Installation using tangential impact driver
hnom Nadm Vadm cmin smin, || = smin, ⊥ cj ⊥ ≥ cj || ≥ Tinst≤ Tinst≤ Timp,max
[mm] [mm] [kN] [kN] [mm] [mm] [mm] [mm] [Nm] [Nm] [Nm]
Solid calcium silicate block KS NF in accordance with EN 771-2:2015-11
KS 20 - 2.0 - NF - 240 x 115 x 71 mm, stone raw density ρ ≥ 2.0 kg/dm3, stone compressive strength fmean = 26 N/mm2,
minimum wall thickness hmin = 240 mm
5 35 1 0,94 80 80 35 80 6 185
6 35 0,89 0,94 80 80 35 80 11 10 185
6 55 1,4 0,94 80 80 35 80 11 185
8 45 1,17 0,94 80 80 35 80 27 300
8 65 1,23 0,94 80 80 35 80 23 300
10 55 1,06 0,94 80 80 35 80 34 300
10 75 1,29 0,94 80 80 35 80 146 300
Silka XL solid calcium silicate block KS 12DF in accordance with DIN EN 771-2:2015-11
KS- R (P) - 2.0 - 12DF - 498 x 175 x 148 mm, stone raw density ρ ≥ 1.8 kg/dm3, stone compressive strength fmean = 14 N/mm2,
minimum wall thickness hmin = 175 mm
5 35 0,66 0,91 80 80 40 80 6
6 35 0,66 0,91 80 80 40 80 10 10
6 55 1,17 2,37 80 80 40 80 10 185
8 45 1,8 0,91 80 80 40 80 25 300
8 65 1,8 2,14 80 80 40 80 25 300
10 55 1,83 1,69 80 80 40 80 45 300
10 75 1,91 2,44 80 80 40 80 45 300
Hollow calcium silicate block KS L, 3DF in accordance with DIN EN 771-2:2015-11
SWKV KSL 12 - 1.6 - 3DF - 240 x 175 x 113 mm, stone raw density ρ ≥ 1.5 kg/dm3, stone compressive strength fmean = 17 N/mm2, minimum wall thickness hmin = 175 mm
5 35 0,31 0,46 58 80 35 58 6 8 100
6 35 0,31 0,46 58 80 35 58 11 10 100
6 55 0,31 0,46 58 80 35 58 11 100
8 45 0,46 0,46 58 80 35 58 27 200
8 65 0,46 0,46 58 80 35 58 27 200
10 55 0,63 0,63 58 80 35 58 37 200
10 75 0,63 0,63 58 80 35 58 46 200
Masonry brick Mz in accordance with DIN EN 771-1:2015-11
Mz 20 - 2.0 - NF - 240 x 115 x 75 mm, stone raw density ρ ≥ 2.1 kg/dm3, stone compressive strength fmean = 21 N/mm2, minimum wall thickness hmin = 240 mm
5 35 0,46 0,6 80 80 35 80 2 4
6 35 0,46 0,6 80 80 35 80 3 9
6 55 0,46 0,6 80 80 35 80 3 9
8 45 0,66 0,6 80 80 35 80 16 14
8 65 0,66 0,6 80 80 35 80 16 14
10 55 0,86 0,6 80 80 35 80 23 185
10 75 0,91 0,77 80 80 35 80 23 185
Lightweight concrete solid block Vbl in accordance with DIN EN 771-3:2015-11
Vbl 4 - 1.0 - 2DF - 240 x 115 x 113 mm, stone raw density ρ ≥ 1.5 kg/dm3, stone compressive strength fmean = 4 N/mm2, minimum wall thickness hmin = 240 mm
8 65 0,17 0,66 80 80 35 80 6 10
10 75 0,37 0,91 80 80 35 80 5 14

Notes:


For further details on compressive strength, spacing, edge distances and installation positions, please refer to ETA-23/0196
To determine the admissible load, the partial safety factor from ETA γM=2.5 was taken into account on the resistance side and a partial safety factor γF=1.4 on the impact side.
The specified values apply to an individual anchor in masonry with fvko: 0.15 [N/mm²] and σd: 0.2 [N/mm²].
For combinations of tensile and shear loads, bending torques or reduced spacing and edge distances, please see ETA-23/0196.
Documentation for block removal must also be provided.
Performance data in concrete - individual fixing point according to ETA-16/0043
Anchor size [mm] 6 8 10 12 14
Nominal length of thread engagement hnom [mm] 40 55 45 55 65 55 75 85 65 85 100 75 100 115
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] = C20/252) 1,0 1,9 2,4 4,3 5,7 4,3 8,0 9,6 5,7 9,4 12,3 7,6 12,0 15,1
Compressive zone
(uncracked concrete C20/252),
s ≥ 3 hef c ≥ 1.5 hef) 		1,9 4,3 3,6 5,7 7,6 5,7 9,5 11,9 7,6 13,2 17,2 10,6 16,9 21,2
Permissible shear load1) on an individual anchor without the influence of the edge distance Tensile zone
(cracked concrete C20/252), c ≥ 10 hef) 		Vadm [kN] = C20/252) 3,0 3,3 3,6 4,8 6,4 4,8 15,9 16,2 6,1 18,8 20,0 7,6 24,1 26,7
Compressive zone
(uncracked concrete C20/252), c ≥ 10 hef) 		3,3 3,3 5,0 6,8 8,1 6,8 16,2 16,2 8,5 20,0 20,0 10,6 26,7 26,7
Permissible bending moment Madm [Nm] 4,8 12,4 26,7 53,8 88,1
Admissible load under seismic activity performance categories C1 and C2 see European Technical Assessment ETA-16/0043 C1 x x x x x x x
C2 x x x x
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0043
Installation parameters in pre-loaded hollow ceiling panels
Anchor size [mm] 6
Minimum axis distance smin [mm] 100
Minimum edge distance cmin [mm] 100
Minimum spacing between the groups of anchors amin [mm] 100
Spacing between cavity axes lc ≥ [mm] 100
Spacing between tensioning strands lp ≥ [mm] 100
Spacing between tensioning strands and drilled hole ap ≥ [mm] 50
Nominal drill ∅ d0 [mm] 6
Through hole in the component being connected df ≤ [mm] 8
Installation parameters in concrete
Anchor size [mm] 5 6 8 10 12 14
Nominal length of thread engagement hnom [mm] 351) 351) 40 55 45 55 65 55 75 85 65 85 100 75 100 115
Minimum axis distance smin [mm] 35 35 40 40 50 50 50 70 50 70
Axis distance scr,N [mm] 81 81 93 132 105 129 156 129 180 204 150 201 240 174 237 276
Minimum edge distance cmin [mm] 35 35 40 40 50 50 50 70 50 70
Edge distance ccr,N [mm] 40,5 40,5 46,5 66 52,5 64,5 78 64,5 90 102 75 100,5 120 87 118,5 138
Minimum member thickness hmin [mm] 80 80 80 80 90 102 80 101 120 87 119 138
Nominal drill ∅ d0 [mm] 5 6 8 10 12 14
∅ of cutting edges dcut ≤ [mm] 5,40 6,40 8,45 10,45 12,50 14,50
Drill hole depth h1 ≥ [mm] 40 40 45 60 55 65 75 65 85 95 75 95 110 85 110 125
Through hole in the component being connected df ≤ [mm] 7 8 12 14 16 18
Width across flats [mm] AF10 AF13 AF13 AF15 AF17 AF21
Washer diameter dw [mm] 12,5 15 16 20 23 28
Screw-head height hn [mm] 5 6 9 10 10 12,5
Max. rated torque of tangential impact screwdriver Timp,max [Nm] 110 160 300 400 650 650
1) For anchors in a redundant non-structural system according to ETA-16/0128
Performance data in hollow-core prestressed concrete ceilings according to ETA-16/0128
Anchor size [mm] 6
Mirror thickness [mm] ≥ 25 ≥ 30 ≥ 35
Anchors in a redundant non-structural system in hollow-core prestressed concrete ceilings5) Fadm [kN] 0,4 0,8 1,2
1) The partial safety factors of the resistances yM regulated in the evaluation/approval and a partial safety factor of the effects of γF = 1.4 have been taken into account. For a combination of tensile and shear loads, for the influence of the edge distance and anchor groups please see the appropriate guidelines e.g. DIN EN 1992-4.
2) The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths.
3) The permissible loads were determined without axial and edge distance influence.
4) Number of attachment points ≥ 3 and at least one anchor per attachment point produces a load per attachment point of Fadm≤ 1.4 kN or number of attachment points ≥ 4 and at least one anchor per attachment point produces a load per attachment point of Fadm≤ 2.1 kN. The admissible loads can be increased if the design shows that the requirements governing the strength and rigidity of the component to be attached remain satisfied even after the failure of an anchor in terms of the limit state of serviceability and load-bearing capacity.
5) The assembly data must be observed
Performance data in concrete - anchors in a redundant non-structural system according to ETA-16/0128
Anchor size [mm] 5 6
Nominal length of thread engagement hnom [mm] 35 35 55
Anchors in concrete in a non-structural system based on a redundant design3) Nadm [kN] ≥ C20/25 0,6 0,6 3.64)
Permissible shear load1) on an individual anchor without the influence of the edge distance Tensile zone
(cracked concrete C20/252), c ≥ 10 hef) 		Vadm [kN] = C20/252) 2,0 2,0 3,3
Compressive zone
(uncracked concrete C20/252), c ≥ 10 hef) 		2,1 2,8 3,3
Permissible bending moment Madm [Nm] 2,5 4,8
Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0128

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