Perforated angle bracket - PERFANGL-100X100X100MM

Perforated angle bracket

Name: Perforated angle bracket
Brand: Würth
SKU: 0681111250

Perforated angle bracket
PERFANGL-100X100X100MM

Art.-no. 0681111250

EAN 4011231560764

All versions

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Perforated angle bracket

Art.-no. 0681111250

Prices for customers after login

Quantity

x 25 pcs

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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

Subject to technical changes!

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

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 100 mm
Depth	100 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	22 + 23 PCS
Approval	ETA-09/0216
Design	Without bar
Weight	358 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
Perforated angle bracket					F_1,Rk		F_2/3,Rk	F_4,Rk		F_5,Rk
Width x length x depth in mm					Wood	Steel	Wood	Wood	Steel	Wood	Steel
Width x length x depth in mm					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 torsion. ⁴⁾ The loads F4 and F5 act on the top edge of the connected component. It is not necessary to secure the component against torsion. The specified load capacities apply to softwood at 350 kg/m³ ≤ Ƥ_k ≤420 kg/m³. For wood at 290 kg/m³ ≤ Rk ≤ 350 kg/m³, the specified load capacities for wood must be multiplied by the factor kdens: tSteel ≥ 2.5 mm: k_dens = (pk/350)^2 tSteel = 1.5 mm: k_dens = (pk/350)^0.8 Design values of load capacities: F_i,Rd= min {F_i,wood,Rd; F_i,steel,Rd} Failure of fasteners in wood: F_i,wood,Rd= k_mod/Ƴ_M,wood × F_i,wood,Rkwith Ƴ_M,wood = 1.3 Steel failure of the connector: F_i,steel,Rd = F_i,steel,Rk/Ƴ_M,steel with Ƴ_M,steel = 1.25 For several simultaneously acting loads, the following condition must be met: The specified nailing patterns must be used in accordance with the relevant ETA.
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.