Concrete screw with hexagon head and large disc W-BS/S
Concrete screw W-BS, type S w. la. washer ST galv.
ANC-(W-BS/S)-(A2K)-WS15-155-185-10X240
Art.-no. 5929121185
EAN 4046777685107
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European Technical Assessment ETA-16/0043 for individual fixing point, option 1, cracked and uncracked concrete:
- Static and quasi-static effects
- Seismic exposure, performance categories C1 and C2
- Fire resistance R30, R60, R90, R120
DIBt National technical approval/general type approval Z-21.1-2075 as bonded screw anchor for anchoring in concrete
- Use in combination with injection mortar WIT-BS as bonded screw anchor WIT-BS
- In reinforced and non-reinforced and cracked and uncracked concrete C20/25 to C50/60
Datasheets(X)
CAD data (available after login)
Anchor size | 10 mm |
Anchor length (l) | 240 mm |
Attachment height (t fix 1) | 185 mm |
Attachment height (t fix 2) | 165 mm |
Attachment height (t fix 3) | 155 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 |
Drill hole depth (h 1.3) | 95 mm |
Embedding depth (h nom1) | 55 mm |
Embedding depth (h nom2) | 75 mm |
Embedding depth (h nom3) | 85 mm |
External drive | WS15 |
Material | Steel |
Surface | Zinc plated |
Washer diameter | 44 mm |
Through-hole in the component to be connected (d f) | 14.0 mm |
Head type | Hexagon head |
Type description | W-BS type S |
| Performance data in concrete - fixing point according to ETA-16/0043 | |||||
| Anchor size [mm] | 10 | ||||
| Length of anchor in drilled hole | hnom [mm] | 55 | 75 | 85 | |
| 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) | Nperm. [kN] = C20/252) | 4,3 | 8,0 | 9,6 |
| Compressive zone (non-cracked concrete C20/252), s ≥ 3 hef c ≥ 1.5 hef) | 5,7 | 9,5 | 11,9 | ||
| Admissible shear load1) on an individual anchor without the influence of the edge distance | Tensile zone (cracked concrete C20/252), c ≥ 10 hef) | Vperm. [kN] = C20/252) | 4,8 | 15,9 | 16,2 |
| Compressive zone (non-cracked concrete C20/252), c ≥ 10 hef) | 6,8 | 16,2 | 16,2 | ||
| Permissible bending moment | Madm [Nm] | 26,7 | |||
| Admissible load under seismic activity performance categories C1 and C2 see European Technical Assessment ETA-16/0043 | C1 | x | x | ||
| C2 | x | ||||
| Admissible load when exposed to fire (R30, R60, R90, R120), see European Technical Assessment ETA-16/0043 | |||||
| 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 strengths. | |||||
| Installation parameters in concrete | ||||
| Anchor size [mm] | 10 | |||
| Nominal length of thread engagement | hnom [mm] | 55 | 75 | 85 |
| Minimum axis distance | smin [mm] | 50 | ||
| Axis distance | scr,N [mm] | 129 | 180 | 204 |
| Minimum edge distance | cmin [mm] | 50 | ||
| Edge distance | ccr,N [mm] | 64,5 | 90 | 102 |
| Minimum member thickness | hmin [mm] | 80 | 90 | 102 |
| Nominal drill ∅ | d0 [mm] | 10 | ||
| Diameter of cutting edges ∅ | dcut ≤ [mm] | 10,45 | ||
| Drill hole depth | h1 ≥ [mm] | 65 | 85 | 95 |
| Through hole in the component being connected | df ≤ [mm] | 14 | ||
| Width across flats | [mm] | WS15 | ||
| Washer diameter | dw [mm] | 44 | ||
| Washer thickness | tw [mm] | 4 | ||
| Screw-head height | hn [mm] | 10 | ||
| Max. rated torque of tangential impact screwdriver | Timp,max [Nm] | 400 | ||