Connectors

Angle brackets

ABR

Reinforced angle brackets

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

Technical Data Sheet

CE Marking

ETA

Electrogalvanized steel Z275

Service class 2

Indoor

EPD

Available in Connector Selector

Product Details

Images

Features

Material

Galvanized steel S250GD + Z275 according to NF EN 10346.

Benefits

High rigidity through double-sided splash back
High load values

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]
	Tun / DB nr.	NOB nr.	Qty per Box	Weight[kg]	A[mm]	B[mm]	C[mm]	Thickness[mm]	Round			Obround	Round
	Tun / DB nr.	NOB nr.	Qty per Box	Weight[kg]	A[mm]	B[mm]	C[mm]	Thickness[mm]	Ø5[mm]	Ø12	Ø13	Ø12x32	Ø5[mm]	Ø12	Ø13[mm]
ABR9015	1241530	41327081	50.0	0.11	89	89	60	1.5	10	-	1	-	10	-	1
ABR100	1329235	42424786	50.0	0.26	103	103	90	2	10	1	-	1	14	1	-

Wood/wood connection beam/beam type - assembly with 2 angle 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	CSA5.0x40	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CSA5.0x40	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CSA5.0x40
ABR9015	8.0	10.0	3.45	4.1	5.4	6.6	13.2	6.3	7.1	8	9.6	10.5	-	-	-	-	5 /kmod^0,4
ABR100	10.0	14.0	9.7	11.7	15.7	19.7	min (26,7/kmod^0,2 ; 27 /kmod)	9.6	12.8	14.2	16.7	20.3	2.4	4.2	5.1	5.1	5.1

¹⁾ b = 75 mm ; 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.

Wood/wood connection post/beam type - assembly with 2 angle brackets

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber beam to concrete
	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
	Qty	Type	Qty	Type	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x35	CNA4.0x40
ABR100	1.0	Ø10	10.0	CNA*	min (17,1; 21,6 /kmod)	min (20,6; 21,6 /kmod)	min (26,6; 21,6 /kmod)	7.2	8.7	10.9	8.6	10.4

* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.
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.

Characteristic capacities - Timber to steel - Connection with 2 brackets

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber beam to Steel
	Number of Fasteners				Characteristic Capacities - Timber C24 - 2 angle brackets per connection[kN]
	Joist		Flange B		R₁,ₖ
	Qty	Type	Qty	Type	CNA4.0x60
ABR100	10.0	CNA*	4.0	PDPA-75	21.5

Simplified characteristic capacities - Timber to concrete - Connection with 2 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	CNA4.0x35	CNA4.0x40	CNA4.0x50
ABR100	1.0	Ø10	10.0	CNA*	17.1	20.6	24	7.2	8.7	10.9

* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.

Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions deepend on the concrete type, spacing and edge distances.

** 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

With combined loads, the following formula shall be fulfilled

$\sqrt{\left ( \frac {F_{1,d}} {R_{1,d}} + \frac {F_{4/5,d}}{R_{4/5,d}} \right )^2 + \left ( \frac{F_{2/3,d}}{R_{2/3,d}} \right )^2} \le 1$

Characteristic capacities - Timber beam to timber beam - Ø10 connector screws - 2 angle brackets

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber beam to timber beam - Ø10 connector screws - 2 angle brackets
	Number of Fasteners				Characteristic Capacities - Timber C24 - 2 angle brackets per connection[kN]
	Joist		Flange B		R₁,ₖ	R2,k = R3,k
	Qty	Type	Qty	Type	SSH10x40	SSH10x40
ABR100	2.0	SSH	1.0	SSH	5.2	2.7

Characteristic capacities - Timber beam to concrete - Ø10 connector screws - 2 angle brackets

Dimensions

Reference	Angle bracket capacity
	Product capacities - CLT beam to rigid support - Ø10 connector screws - 2 angle brackets
	Number of Fasteners				Characteristic capacities - Timber CLT - 2 angle brackets per connection[kN]
	Joist		Flange B		R₁,ₖ	R2,k = R3,k
	Qty	Type	Qty	Type	SSH10.0x40	SSH10.0x40
ABR100	1.0	Ø10	1.0	SSH	5.7	4.1

Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are FM753, AT-HP, depending on the concrete type, spacing and edge distances.