Perforated angle bracket
Perforated angle bracket
PERFANGL-60X60X100MM
Art.-no.
0681661250
EAN 4024835585798
Price for selected packaging unit
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Perforated angle brackets are ideal for simple, intersecting wood/wood connections. For load-bearing connections with low load requirements.
- Sheet metal hot-dip galvanised on both sides (DX51D + Z275 [approx. 20 µm]) in line with EN 10327:2004
- Application in utilisation classes 1 and 2 in line with EN 1995:2013
Proof of Performance
ETA-09/216
Product information
Datasheets(X)
Application area
For load-bearing wood/wood joints with low load requirements in small structures.
Instructions
Suitable fasteners:
Comb/ribbed nail in line with EN 14592: 4.0x40 mm
Width x height | 100 x 60 mm |
Depth | 60 mm |
Thickness | 2.5 mm |
Hole diameter in subcarrier nJ/main carrier nH | 5 / 5 mm |
Number of holes in subcarrier nJ + main carrier nH | 13 + 14 PCS |
Approval | ETA-09/0216 |
Design | Without bar |
Weight | 208 g |
Material | Steel |
Material designation | DX51D |
Material standard | DIN EN 10327:2004 |
Surface | Hot dip galvanized |
Characteristic load-bearing capacity in kN of perforated angle bracket according to ETA-09/0216 with anchor nails - purlin/post | |||||||||||
Perforated angle bracket | Article number | ETA | Anchor nails in mm | Perforated angle bracket per connection | |||||||
F1,Rk | F2/3,Rk | F4,Rk | F5,Rk | ||||||||
Width x length x depth in mm | Wood | Steel | Wood | Wood | Steel | Wood | Steel | ||||
kN | kN | kN | kN | kN | kN | kN | |||||
1 perforated angle bracket3) | 40x60x60x2.5 mm | 0681 664 250 | 09/0216 | 4x40 | 1,76 | 1,66 | 3,14 | --- | --- | --- | --- |
50x60x60x2.5 mm | 0681 665 250 | 09/0216 | 4x40 | 1,17 | 1,48 | 2,08 | --- | --- | --- | --- | |
60x40x40x2.5 mm | 0681 446 250 | 09/0216 | 4x40 | 1,46 | 1,66 | 2,51 | --- | --- | --- | --- | |
60x60x60x2.5 mm | 0681 666 250 | 09/0216 | 4x40 | 1,76 | 1,66 | 3,17 | --- | --- | --- | --- | |
60x80x80x2.5 mm | 0681 886 250 | 09/0216 | 4x40 | 1,90 | 1,66 | 4,22 | --- | --- | --- | --- | |
80x80x80x2.5 mm | 0681 888 250 | 09/0216 | 4x40 | 2,53 | 2,21 | 7,98 | --- | --- | --- | --- | |
100x60x60x2.5 mm | 0681 661 250 | 09/0216 | 4x60 | 3,30 | 2,77 | 7,76 | --- | --- | --- | --- | |
100x100x100x2.5 mm | 0681 111 250 | 09/0216 | 4x60 | 2,93 | 2,77 | 10,82 | --- | --- | --- | --- | |
2 perforated angle brackets | 40x60x60x2.5 mm | 0681 664 250 | 09/0216 | 4x40 | 3,52 | 3,32 | 6,29 | 10,6 | 3,51 | 10,6 | 3,51 |
50x60x60x2.5 mm | 0681 665 250 | 09/0216 | 4x40 | 2,35 | 2,95 | 4,16 | 5,73 | 3,61 | 5,73 | 3,61 | |
60x40x40x2.5 mm | 0681 446 250 | 09/0216 | 4x40 | 2,93 | 3,32 | 5,02 | 7,82 | 4,06 | 7,82 | 4,06 | |
60x60x60x2.5 mm | 0681 666 250 | 09/0216 | 4x40 | 3,52 | 3,32 | 6,34 | 7,75 | 4,29 | 7,75 | 4,29 | |
60x80x80x2.5 mm | 0681 886 250 | 09/0216 | 4x40 | 3,80 | 3,32 | 8,43 | 8,04 | 4,58 | 8,04 | 4,58 | |
80x80x80x2.5 mm | 0681 888 250 | 09/0216 | 4x40 | 5,06 | 4,43 | 16,00 | 10,8 | 6,08 | 10,8 | 6,08 | |
100x60x60x2.5 mm | 0681 661 250 | 09/0216 | 4x60 | 5,87 | 5,53 | 21,60 | 13,1 | 7,2 | 13,1 | 7,2 | |
100x100x100x2.5 mm | 0681 111 250 | 09/0216 | 4x60 | 6,60 | 5,53 | 15,50 | 14,8 | 7,48 | 14,8 | 7,48 | |
3) If one angle bracket is used for each connection, the connected component must be secured against twisting. 4) The loads F4 and F5 act on the top edge of the connected component. Securing against twisting is not required. The specified load-bearing capacities apply to softwood at 350 kg/m³ ≤Ƥk ≤420 kg/m³. For wood at 290 kg/m³ ≤rk≤ 350 kg/m³, the specified load-bearing capacities for wood must be multiplied by the factor kdens: tSteel ≥ 2.5 mm: kdens = (pk/350)^2 tSteel = 1.5 mm: kdens = (pk/350)^0.8 Design values of load-bearing capacities: Fi,Rd = min {Fi,wood,Rd; Fi,steel,Rd} Failure of fasteners in wood: Fi,wood,Rd = kmod/ƳM,wood × Fi,wood,Rk with ƳM,wood = 1.3 Steel failure of the connector: Fi,steel,Rd = Fi,steel,Rk/ƳM,steel with ƳM,steel = 1.25 For several simultaneously acting loads, the following condition must be met: The specified nailing patterns must be observed in accordance with the relevant ETA. | |||||||||||
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons. |
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