Angle bracket type A 1.5 mm With reinforcement rib - ANGLE BRACKET REINF. 70X70X55X1,5

Angle bracket type A 1.5 mm With reinforcement rib - ANGLE BRACKET REINF. 70X70X55X1,5 - 1

Angle bracket type A 1.5 mm With reinforcement rib - ANGLE BRACKET REINF. 70X70X55X1,5 - 2

Angle bracket type A 1.5 mm With reinforcement rib

Name: Angle bracket type A 1.5 mm With reinforcement rib
Brand: Würth Oy
SKU: 0681987700

Angle connector, type A with web 1,5 mm BB
ANGLE BRACKET REINF. 70X70X55X1,5

Art.-no. 0681987700

EAN 4046777732856

All versions

Similar products

Angle bracket type A 1.5 mm With reinforcement rib

Art.-no. 0681987700

Quantity

x 50 pcs

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Ideal for high-quality load-bearing wood/wood connections in timber construction. Suitable for universal use in standard connections such as intersecting timbers

Higher load-bearing capacities in comparison to standard angle brackets with greater sheet thickness through reinforcing edge embossing

Environmentally friendly and resource-efficient thanks to high material savings

Proof of Performance

European Technical Approval ETA-08/0183

Notice

Angle bracket type A 1.5 mm can be fully nailed or attached with partial nailing. The nail or screw pattern for partial or complete nailing must correspond to the specifications of ETA-08/0183

Suitable fasteners:

Ring-shank/ribbed nail in line with EN 14592: 4.0 x 40 mm or 4.0 x 60 mm

ASSY 3.0 Combi in line with ETA 11/0190: d = 10 mm or 12 mm

Unless otherwise indicated, the rules in accordance with EN1995-1-1, paragraph 8.3.1.2, Table 8.2, shall apply to the edge distances of the fasteners parallel and perpendicular to the grain

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.

European Technical Approval ETA-08/0183

Product information

Würth Oy Catalogue

Datasheets(X)

Certificates/ Documents / additional info

Application area

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

Load-bearing connections of timber joists to wood

For example, joist to joist, purlin to joist, threshold to post, crossbar to post

Connects wooden components consisting of:

Solid wood (C14-C40), duo and trio joists, glued laminated timber (GL24-GL36), cross-laminated timber, laminated veneer lumber, plywood, parallel strand lumber (PSL) and laminated strand lumber (LSL)

Instructions

For the precise positioning of the nail, it is recommended to use depth stops or compressed air abaters in nail devices.


Width x height x depth	55 x 70 x 70 mm
Thickness	1.5 mm
Design	With bar
Approval	ETA-08/0183
Product weight (per item)	95 g
Material	Steel
Surface	Hot dip galvanized
Material designation	S250GD

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				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	---	---	---	---
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	---	---	---	---
	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; 1 piece angle bracket type A with Würth ring-shank nails
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
Table F4		F_4,Wood,Rk; F_4,Steel,Rk in kN⁴⁾
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
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
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.

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
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	---
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
	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.

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Angle bracket type A 1.5 mm With reinforcement rib