SHARK UR plastic frame fixing, flat collar with A4 stainless steel hexagon head bolt
Plastic frame anchor SHARK UR F stainless steel
ANC-SHARK-URF10-PLA-A4-WS13-30-10X100
Art.-no.
5912810702
EAN 4062856741236
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- SHARK-UR F 10 (zinc plated steel, stainless steel): European technical assessment ETA-08/0190
- Expert report on fire resistance period in the event of fire exposure
Product information
Datasheets(X)
Anchor diameter | 10 mm |
Anchor length (l) | 100 mm |
Max. attachment height (t fix) | 30 mm |
Nominal drill-bit diameter (d 0) | 10 mm |
Through-hole in the component to be connected (d f) | 10.5 mm |
Fire resistance rating | F30 |
Material of screw | Stainless steel A4 |
Surface of the screw | Plain |
Head type | Countersunk head |
Drill hole depth (h 1) | 80 mm |
Approval | ETA-08/0190 |
Type description | W-UR F 10 A4, hexagonal bolt |
Masonry4): ETA-08/0190, anchors in a redundant non-structural system (temperature ranges 50°C2)/80°C3). For other types of stone, raw density, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190 | ||||
Base material | Brick format [mm] | Raw density class [kg/dm3] | Minimum compressive strength [N/mm2] | Fperm [kN]5) (for individual anchors or anchor group) SHARK® UR 8 |
Masonry brick Mz, EN 771-1, DIN 105 | ≥ NF (≥ 240 x 115 x 71) | ≥ 1.8 | 28 | 0,86 |
36 | 1,14 | |||
Solid sand-lime brick KS, EN 771-2, DIN 106 | ≥ NF (≥ 240 x 115 x 71) | ≥ 2.0 | 10 | 0,43 |
20 | 0,71 | |||
28 | 1,0 |
Mounting characteristic values for concrete and masonry for SHARK® UR 10 | ||
Anchor diameter [mm] | SHARK® UR 10 | |
Nom. drill ∅ | d0 [mm] | 10 |
Drill cutting ∅ | dcut ≤ [mm] | 10,45 |
Drill hole depth | h1 ≥ [mm] | 80 |
Setting depth of the wall plug body | hnom [mm] | 70 |
Through hole in attachment part | df ≤ [mm] | 10,5 |
Concrete: ETA-08/0190, anchors in a redundant non-structural system | ||||
Anchor diameter [mm] | SHARK® UR 8 | |||
Centric tensile load1) for individual anchors or anchor group | Nperm = C12/15 [kN] | 30°C2)/50°C3) | 1,6 | |
50°C2)/80°C3) | 1,4 | |||
Nperm ≥ C16/20 [kN] | 30°C2)/50°C3) | 2.4 (2.1) | ||
50°C2)/80°C3) | 2,0 | |||
Shear load1) for individual anchors or anchor group | Vperm ≥ C12/15 [kN] | 3,37 | 3,16 |
Mounting characteristic values for concrete and masonry for SHARK® UR 8 | ||
Anchor diameter [mm] | SHARK® UR 8 | |
Nominal drill∅ | d0 [mm] | 8 |
Drill cutting ∅ | dcut ≤ [mm] | 8,45 |
Drill hole depth | h1 ≥ [mm] | 80 |
Embedment depth of the wall plug body | hnom [mm] | 70 |
Through hole in attachment part | df ≤ [mm] | 8,5 |
Masonry4): ETA-08/0190, multiple attachment of non-load-bearing systems (temperature range 50°C2)/80°C3)). For other types of stone, raw densities, minimum pressure strength or temperature ranges, please refer to the approval ETA-08/0190 | ||||
Base material | Brick format [mm] | Raw density class [kg/dm3] | Minimum compressive strength [N/mm2] | Fperm [kN]5) (for individual anchors or anchor group) SHARK UR F 10 |
Brick Mz, EN 771-1, DIN 105 | ≥ NF (≥ 240 x 115 x 71) | ≥ 1.8 | 28 | 0,86 |
36 | 1,14 | |||
Solid sand-lime brick KS, EN 771-2, DIN 106 | ≥ NF (≥ 240 x 115 x 71) | ≥ 2.0 | 10 | 0,43 |
20 | 0,71 | |||
28 | 1,0 |
Concrete: ETA-08/0190, anchors in a redundant non-structural system | ||||
Anchor diameter [mm] | ||||
Central tensile load1) for individual anchors or anchor group | Nperm = C12/15 [kN] | 30°C2)/50°C3) | 1,0 | |
50°C2)/80°C3) | 1,0 | |||
Nperm ≥ C16/20 [kN] | 30°C2)/50°C3) | 1,6 | ||
50°C2)/80°C3) | 1,4 | |||
Shear load1) for individual anchors or anchor group | Vperm ≥ C12/15 [kN] | 5,37 | 4,99 |