Angle connector Type A - ANGL-WOCON-A-105X105X90X3,0

Angle connector Type A

Name: Angle connector Type A
Brand: Würth
SKU: 5390200105

Angle bracket type A BB
ANGL-WOCON-A-105X105X90X3,0

Art.-no. 5390200105

EAN 4052703120871

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Angle connector Type A

Art.-no. 5390200105

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x 25 pcs

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The type A angle bracket without web is ideal for high-quality load-bearing wood-to-wood and wood-to-steel connections. They are universally suitable for standard connections such as intersecting timbers.

Sheet metal hot-dip galvanised on both sides (S250GD + Z275 [approx. 20 µm]) in line with EN 10346:2009

Application in utilisation classes 1 and 2 in line with EN 1995:2013

Proof of Performance European Technical Approval ETA 08/0183, with the exception of art. no. 5390200050

Notice

The transverse tensile stress of the connected timbers must be observed and verified if necessary. Traverse tension reinforcement can be implemented using ASSY plus VG full-thread screws. ETA 08 / 0183 specifications must be observed.

European Technical Approval ETA 08/0183, with the exception of art. no. 5390200050

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

For load-bearing connections of timber joists to wood or steel, e.g. beam to beam, purlin to beam, sill to stud, transom to support, or for securing the position of beams.

Instructions

Suitable fasteners:

Comb/ribbed nail in line with EN 14592: 4.0 x 60-100 mm


Type	A
Width x height x depth	90 x 105 x 105 mm
Thickness	3 mm
Design	Without bar
Number of D 13 mm holes in subcarrier nJ/main carrier nH	2 + 3 PCS
Number of D 5 mm holes in subcarrier nJ + main carrier nH	15 + 14 PCS
Approval	ETA-08/0183
Product weight (per item)	389.520 g
Material	Aluzinc structural steel, 1.0242
Surface	Hot dip galvanized
Material designation	S250GD

Characteristic load-bearing capacities in kN; 1 piece angle bracket type A with Würth anchor nails
Type A angle bracket		Article number	ETA	Anchor nail in	1 type A angle bracket per connection 3)
Type A angle bracket					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⁾ When using one angle bracket per connection, the connected component must be secured against twisting. ⁴⁾ The F4 and F5 loads affect the top edge of the connected component. Securing against twisting is not required. The specified load-bearing capacities apply to softwood with 350 kg / m³ ≤ Ƥ_k ≤ 420 kg / m³. For woods with 290 kg / m3 ≤ Ƥ_k ≤ 350 kg / m3, the specified wood load-bearing capacities 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 the fastener in the wood: F_i,Wood,Rd= k_mod / Ƴ_M,Wood × F_i,Wood,Rk with 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 If several loads act simultaneously, 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.

Characteristic load-bearing capacities in kN; 2 piece angle bracket type A with Würth anchor nails
Type A angle bracket		Article number	ETA	Anchor nails	2 type A angle brackets per connection
Width x length x depth					F_1,Rk		F_{2 / 3,Rk}	F_{4 / 5,Rk}²⁾
					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 with 350 kg / m³ ≤ Ƥ_k ≤ 420 kg / m³. For woods with 290 kg / m3 ≤ rk < 350 kg / m3, the specified wood load-bearing capacities 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 the fastener in the 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 If several loads act simultaneously, 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.

Characteristic load-bearing capacities in kN; 1 piece angle bracket type A with Würth anchor 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⁾ When using one angle bracket per connection, the connected component must be secured against twisting. ⁴⁾ The F4 and F5 loads affect 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 wood load-bearing capacity 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 the fastener in the wood: F_i,Wood,Rd= k_mod / Ƴ_M,Wood× F_i,Wood,Rk with 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 If several loads act simultaneously, 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.

Required accessory:

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