Connectors

Angle brackets

ABR

Reinforced Angle Bracket (105-R)

Reinforced angle brackets are suitable for structural applications in framing and wood-frame houses.

Technical Data Sheet

CE Marking

ETA

Indoor

EPD

Electrogalvanized steel Z275

Service class 2

Available in Connector Selector

ABR_01_SSTBP_homepage_LV_en

ABR_01_SSTBP_homepage_CZ_cs

Product Details

Images

Wood to wood connection.

Features

Material

Pre-galvanised mild steel.

Benefits

Load capacity in all directions
Improved capacities for full and partial nailing

Application

Suitable On

Supporting member: solid wood, glued-laminated wood, concrete, steel, etc.
Supported member: solid wood, composite lumber, glued-laminated wood, triangular trusses, profiles, etc.

When to Use

Fastening of small trusses.
Cladding plates, cladding uprights.
Rafter anchors, cantilevers, headers, etc.

Technical Data

Product Dimensions

Dimensions

Reference	Connector Dimensions
	Other	Product Dimensions[mm]				Joist[mm]					Flange B[mm]
	Weight[kg]	A[mm]	B[mm]	C[mm]	Thickness[mm]	Round				Obround	Round
	Weight[kg]	A[mm]	B[mm]	C[mm]	Thickness[mm]	Ø5[mm]	Ø8.5[mm]	Ø11[mm]	Ø13	Ø13x40	Ø5[mm]	Ø8.5[mm]	Ø11[mm]	Ø13[mm]
ABR70	0.11	70	70	55	2	6	1	-	-	-	6	1	-	-
ABR90	0.21	90	90	65	2.5	10	-	1	-	-	10	-	1	-
ABR98	0.36	98	98	88	3	10	-	-	3	-	12	-	-	3
ABR105	0.4	105	105	90	3	10	-	3	-	-	14	-	1	-

Product capacities - Timber to timber - Full nailing - 2 angles brackets

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Full nailing
	Number of Fasteners		Characteristic Capacities - Timber C24 - 2 angle brackets per connection[kN]
	Joist	Flange B	R₁,ₖ				R2,k = R3,k				R4,k = R5,k(1)
	Qty	Qty	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
ABR70	4.0	6.0	4.38	5.34	7.11	8.89	4.55	5	6.89	7.33	-	3,0 / kmod^0,5	-	-
ABR90	8.0	10.0	6.46	7.87	10.66	13.32	8.38	9.21	11.07	11.78	-	8,1 / kmod^0,85	-	9,1 / kmod^0,75
ABR98	10.0	12.0	9.8	11.8	15.7	19.7	12.1	13.7	17.5	19.8	13.1	13.3	13.7	14
ABR105	10.0	14.0	8.84	10.78	14.33	17.91	13.26	14.57	19.01	20.22	-	12,9 / kmod^0,5	-	14,5 / kmod^0,75

* b = 75 mm and e = 130 mm

To obtain the resistance values for a single bracket, the values in the above table should be divided by two, provided that the supported beam is locked in rotation. Please consult our ETA-06/0106 if the beam is free to rotate.

Simplified product capacities - Timber to rigid support - 2 angles brackets

Dimensions

Reference	Angle bracket capacity
	Simplified product capacities - Timber to Concrete
	Number of Fasteners				Simplified characteristic capacities - Timber C24 - 2 angle brackets per connection[kN]
	Joist		Flange B		R₁,ₖ				R2,k = R3,k
	Qty	Type	Qty	Type	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
ABR105	10.0	CNA	1.0	Ø10	4.08	4.88	6.48	8.08	2.25	2.68	3.55	4.37

*The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) – k_mod = 0.9. For other load duration and service class, please refer to the ETA to get more accurate capacities.

The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions depend on the concrete type, spacing and edge distances.