Angle bracket type A

Name: Angle bracket type A
Brand: Würth
SKU: 0681100990

Angle connector, type A with web
ANGL-WOCON-A-BAR-105X105X90X3,0

Art.-no. 0681100990

EAN 4024835118071

All versions

Specification

The type-A angle connectors with web are ideal for challenging load-bearing wood/wood and wood/concrete connections in timber construction and are for universal use in standard connections, such as intersecting timbers

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

European Technical Approval ETA-09/214

Notice

The transverse load of the connected timbers must be observed and verified where necessary. Transverse reinforcement can be added using ASSY plus VG full-thread screws.

The diameter of bolt/screw/metal anchor may only be max. 2 mm smaller than the diameter of the hole.

The permissible edge distances and spacings of the fasteners must be observed.

Load tables and detailed installation instructions can be found on the service page www.wuerth.de/holzverbinder.

Application area

European Technical Approval ETA-09/214

Application

Application area

Load-bearing connections of timber joists to wood such as joist to joist and purlin to joist.

Instructions

Suitable fasteners:

Ring-shank/ribbed nail in accordance with EN 14592: 4.0 x 40 mm

ASSY 4.0 Combi in accordance with ETA 11/0190: d = 12 mm

Bolts and metal anchors in accordance with manufacturers' specifications: d = 12 mm

Technical information


Type	A
Width x height x depth	90 x 105 x 105 mm
Thickness	3 mm
Design	With bar
Number of D 13 mm holes in subcarrier nJ/main carrier nH	1 + 3 PCS
Number of D 5 mm holes in subcarrier nJ + main carrier nH	14 + 10 PCS
Approval	ETA-09/0214
Product weight (per item)	383.000 g
Material	Steel
Surface	Hot dip galvanized
Weight	391 g
Material designation	DX51D
Material standard	DIN EN 10327:2004
Number of D 5 mm holes	24 PCS
Number of D 13 mm holes	4 PCS

Characteristic load-bearing capacities in kN; 1 piece angle bracket type A with Würth ring-shank nails
Angle bracket type A		Article number	ETA	Anchor nail in	1 angle bracket type A for each connection 3)
Angle bracket type A					F1,Rk		F2/3,Rk	F4,Rk		F5,Rk
Width x length x depth in mm					Wood	Steel	Wood	Wood	Steel	Wood	Steel
Width x length x depth in mm				mm	kN	kN	kN	kN	kN	kN	kN
Without rib	35x50x50x2.5	0681 050 040	09/0216	4x40	1.101)	0.921)	1,31	---	---	---	---
	40x90x90x3.0	0681 090 040	09/0216	4x40	1,21	1,14	2,40	---	---	---	---
	55x70x70x2.5	0681 070 055	09/0214	4x40	1,58	0,92	2,90	---	---	---	---
	65x90x90x2.5	0681 090 065	09/0214	4x40	2,50	1,38	3,67	---	---	---	---
	90x105x105x3.0	0681 100 090	09/0214	4x40	3,76	2,28	5,94	---	---	---	---
	55x70x70x2.5	5390 200 070	08/0183	4x40	1,53	0,78	3,79	---	---	---	---
	65x90x90x2.5	5390 200 090	08/0183	4x60	4,04	1,17	4,78	---	---	---	---
	90x105x105x3.0	5390 200 105	08/0183	4x60	4,05	2,25	6,40	---	---	---	---
With rib	65x90x90x2.5	0681 090 965	09/0214	4x40	1,25	3,15	3,53	7,03	3,66	1,98	1,17
	90x105x105x3.0	0681 100 990	09/0214	4x40	2,51	7,91	5,06	9,96	9,21	2,95	4,82
	55x70x70x2.5	5390 201 070	08/0183	4x40	1,58	2,29	2,75	The load-bearing capacity depends on the geometry of the connected component ⁴⁾, see tables F₄ and F₅
	65x90x90x2.5	5390 201 090	08/0183	4x60	3,23	4,30	4,20
	90x105x105x3.0	5390 201 105	08/0183	4x60	5,90	7,00	4,80
	55x70x70x1.5	5390 202 070	08/0183	4x60	5,40	---	6,35	---	---	---	---
	65x90x90x1.5	5390 202 090	08/0183	4x60	4,90	---	6,10	---	---	---	---
	90x105x105x1.5	5390 202 105	08/0183	4x60	9,20	---	8,50	---	---	---	---
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 ≤Ƥ_k ≤420 kg/m³. For woods with 290 kg/m³ ≤ Ƥ_k ≤ 350 kg/m³, the specified load-bearing capacities for wood must be multiplied by the factor kdens: t_Steel ≥ 2.5 mm: k_dens = (pk/350)^2 t_steel = 1.5 mm: k_dens= (pk/350)^0.8 Design values of the load-bearing 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,steelwith Ƴ_M,steel = 1.25 For several simultaneous loads, the following condition must be met: The specified nailing patterns must be observed in accordance with the relevant ETA.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

Characteristic load-bearing capacities in kN; 2 piece angle bracket type A with Würth ring-shank nails
Angle bracket type A		Article number	ETA	Anchor nail	2 angle brackets type A for each connection
Width x length x depth					F_1,Rk		F_2/3,Rk	F_4/5,Rk²⁾
					Wood	Steel	Wood	Wood	Steel
				(mm)	kN	kN	kN	kN	kN
Without rib	35x50x50x2.5	0681 050 040	09/0216	4.0x40	2.191)	1.841)	2,63	6,99	2,00
	40x90x90x3.0	0681 090 040	09/0216	4.0x40	2,41	2,28	4,80	4,13	4,28
	55x70x70x2.5	0681 070 055	09/0214	4.0x40	3,15	1,84	5,80	5,34	4,34
	65x90x90x2.5	0681 090 065	09/0214	4.0x40	5,00	2,77	7,34	7,82	4,45
	90x105x105x3.0	0681 100 090	09/0214	4.0x40	7,52	4,55	11,90	9,30	8,46
	55x70x70x2.5	5390 200 070	08/0183	4.0x40	3,05	1,56	7,57	6,10	3,63
	65x90x90x2.5	5390 200 090	08/0183	4.0x60	8,07	2,34	9,55	9,67	3,99
	90x105x105x3.0	5390 200 105	08/0183	4.0x60	8,09	4,50	12,80	10,60	7,98
With rib	65x90x90x2.5	0681 090 965	09/0214	4.0x40	2,50	6,31	7,06	7,03	4,17
	90x105x105x3.0	0681 100 990	09/0214	4.0x40	5,01	15,80	10,10	9,96	13,10
	55x70x70x2.5	5390 201 070	08/0183	4.0x40	3,16	4,57	5,49	5,65	4,12
	65x90x90x2.5	5390 201 090	08/0183	4.0x60	6,46	8,59	8,39	8,91	6,55
	90x105x105x3.0	5390 201 105	08/0183	4.0x60	11,80	14,00	9,60	11,90	11,80
	55x70x70x1.5	5390 202 070	08/0183	4.0x60	10,80	---	12,70	11,00	---
	65x90x90x1.5	5390 202 090	08/0183	4.0x60	9,80	---	12,20	13,50	---
	90x105x105x1.5	5390 202 105	08/0183	4.0x60	18,40	---	17,00	16,40	---
¹⁾ Only for purlin connections. ²⁾ For the load F_4/5, the additional force ΔF_1,d = F_4/5,d× e/b must be taken into consideration. The specified load-bearing capacities apply to softwood at 350 kg/m³ ≤Ƥ_k ≤420 kg/m³. For woods with 290 kg/m³ ≤ Rk < 350 kg/m³, the specified load-bearing capacities for wood must be multiplied by the factor k_dens: tSteel ≥ 2.5 mm: k_dens= (pk/350)^2 tSteel = 1.5 mm: k_dens = (pk/350)^0.8 Design values of the load-bearing 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,steelwith Ƴ_M,steel = 1.25 For several simultaneous loads, the following condition must be met: The specified nailing patterns must be observed in accordance with the relevant ETA.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

Characteristic load-bearing capacities in kN; 1 piece angle bracket type A with Würth ring-shank nails
Table F4		F_4,Wood,Rk; F_4,Steel,Rk in kN⁴⁾
Height h in cm		8	10	12	14	16	20
55x70x70x2.5 mm (Art. no. 5390 201 070)		0.82; 0.38	0.66; 0.28	---	0.47; 0.21	---	---
65x90x90x2.5 mm (Art. no. 5390 201 090)		---	---	1.11; 0.46	0.95; 0.40	0.84; 0.35	---
90x105x105x3.0 mm (Art. no. 5390 201 105)		---	---	2.42; 1.02	---	1.82; 0.69	1.37; 0.52
Table F5:		F_5,Wood,Rk; F_5,Steel,Rk in kN⁴⁾
Angle bracket	Width b in cm	Height h in cm
Angle bracket	Width b in cm	8	10	12	14	16	20
55x70x70x2.5 mm (Art. no. 5390 201 070)	6	1.58; 0.93	1.73; 1.12	---	2.45; 1.06	---	---
	10	1.44; 1.30	1.58; 1.19	---	1.56; 1.26	---	---
	14	1.45; 1.29	1.47; 1.28	---	1.48; 1.26	---	---
65x90x90x2.5 mm (Art. no. 5390 201 090)	8	---	---	3.85; 1.83	4.24; 1.72	4.89; 1.62	---
	10	---	---	3.49; 1.98	3.65; 1.90	3.88; 1.82	---
	14	---	---	3.23; 2.12	3.30; 2.08	3.37; 2.03	---
90x105x105x3.0 mm (Art. no. 5390 201 105)	8	---	---	5.94; 3.14	---	5.45; 2.67	4.68; 2.30
	10	---	---	5.24; 3.55	---	6.09; 3.13	5.27; 2.80
	14	---	---	4.68; 3.99	---	5.00; 3.72	5.35; 3.47
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. For woods with 290 kg/m³ ≤ Ƥ_k < 350 kg/m³, the specified load-bearing 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 the load-bearing 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,steelwith Ƴ_M,steel = 1.25 For several simultaneous loads, the following condition must be met: The specified nailing patterns must be observed in accordance with the relevant ETA.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

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