Connectors

Angle brackets

ABR-S

Angle ABR70,90,105 Embossed

Suitable for connections where there is a large load angles are provided with ribs
DoP:
DE-DoP-E06 / 0106

Technical Data Sheet

CE Marking

ETA

Severe

Stainless steel A4

EPD

Service class 3

Product Details

Images

Features

Material

Steel quality:
• Stainless Steel 1.4401 bzw. 1.4404 (V4A) in accordance with EN10088 standards.
• Class III corrosion resistance

Benefits

• load capacity in all directions
• improved values for full and partial load
• joints wood / wood, wood / concrete

Application

Applicable materials

Wood, wood materials

Application area

• Suitable for transfer of larger loads, the connection rafters, purlins, rafters, etc.

Technical Data

Product Dimensions

Dimensions

Reference	Connector Dimensions
	Other				Product Dimensions[mm]				Joist[mm]			Flange B[mm]
	Tun / DB nr.	NOB nr.	Qty per Box	Weight[kg]	A[mm]	B[mm]	C[mm]	Thickness[mm]	Round			Round
	Tun / DB nr.	NOB nr.	Qty per Box	Weight[kg]	A[mm]	B[mm]	C[mm]	Thickness[mm]	Ø5[mm]	Ø8.5[mm]	Ø11[mm]	Ø5[mm]	Ø8.5[mm]	Ø11[mm]
ABR70S	5650106	22062848	100.0	0.11	70	70	55	2	6	1	-	6	1	-
ABR90S	2914703	21221379	50.0	0.2	90	90	65	2.5	10	-	1	10	-	1
ABR105S	2914653	21221395	50.0	0.38	105	105	90	3	10	-	3	14	-	1

Product capacities - Timber to timber - Full nailing

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Full nailing
	Number of Fasteners		Characteristic capacity - 2 angle brackets per connection - full nailing[kN]
	Joist	Flange B	R₁,ₖ		R₂,ₖ=R₃,ₖ		R4/5,k
	Qty	Qty	CNA4.0x40	CNA4.0x60	CNA4.0x40	CNA4.0x60	CNA4.0x40	CNA4.0x60
ABR70S	4.0	6.0	5.3	-	5	-	3.0/kmod^0.5	-
ABR90S	8.0	10.0	7.9	13.3	9.2	11.8	8.1/kmod^0.85	9.1/kmod^0.75
ABR105S	10.0	14.0	10.7	17.8	14.5	20.2	12.9/kmod^0.5	14.5/kmod^0.75

Product capacities - Timber to timber - Partial nailing

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Partial nailing
	Number of Fasteners		Characteristic capacity - 2 angle brackets per connection - full nailing[kN]
	Joist	Flange B	R₁,ₖ		R₂,ₖ=R₃,ₖ		R4,k = R5,k(1)
	Qty	Qty	CNA4.0x40	CNA4.0x60	CNA4.0x40	CNA4.0x60	CNA4.0x40	CNA4.0x60
ABR70S	4.0	4.0	3	-	4.8	-	2.1/kmod^0.75	-
ABR90S	4.0	6.0	5.3	8.8	5.7	7.3	6.8/kmod^0.5	8.6/kmod^0.75
ABR105S	6.0	6.0	5.9	9.8	7.7	11.6	8.9/kmod^0.5	12.8/kmod^0.3

k_mod is the modification factor for the load group to which the required load bearing belongs.

* is determined for a beam width b = 75 mm and an essentricity e = 130 mm. For other values of b and e, refer to ETA.

The load bearing R_1,k and R_2/3,k in an assembly with a single anglebracket is half of the loadbearing if the purlin is prevented in rotation. Refer to ETA if the purlin can rotate.

product capacities - Timber beam to column

Reference	Angle bracket capacity
	Product capacities - Timber beam to column
	Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]				Number of Fasteners
	R₁,ₖ		R₂,ₖ=R₃,ₖ		Joist	Flange B
	CNA4.0x40	CNA4.0x60	CNA4.0x40	CNA4.0x60	Qty	Qty
ABR90S	9	11	1.4	2.4	4	10
ABR105S	16	17	1.4	2.4	6	14

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Technical Data

Product Dimensions

Dimensions

Product capacities - Timber to timber - Full nailing

Product capacities - Timber to timber - Partial nailing

product capacities - Timber beam to column

Installation

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Installation

Certification

Declaration of Performance (DoP)

European Technical Assessment (ETA)

Environmental Product Declarations (EPD)

ABR105S

ABR70S

ABR90S

ABR105S

ABR70S

ABR90S

ABR105S

ABR70S

ABR90S

2D

3D/3D Simplified

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