ABR
Reinforced Angle Bracket (105-R)
Reinforced angle brackets are suitable for structural applications in framing and wood-frame houses.
CE Marking
ETA
Service class 2
Indoor
Electrogalvanized steel Z275
Product Details
Images
Wood to wood connection.
Features
Application
Technical Data
Dimensions
Product Dimensions
| References | Product Dimensions [mm] | Joist | Holes flange B | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | t | Ø5 | Ø8.5 | Ø11 | Ø13 | Ø13x40 | Ø5 | Ø8.5 | Ø11 | Ø13 | |
| ABR70 | 70 | 70 | 55 | 2 | 6 | 1 | - | - | - | 6 | 1 | - | - |
| ABR90 | 90 | 90 | 65 | 2.5 | 10 | - | 1 | - | - | 10 | - | 1 | - |
| ABRL98 | 98 | 98 | 88 | 3 | 10 | - | - | - | - | 12 | - | - | - |
| ABR105 | 105 | 105 | 90 | 3 | 10 | - | 3 | - | - | 14 | - | 1 | - |
| ABR105-R | 105 | 105 | 90 | 3 | 10 | - | 3 | - | - | 14 | - | 1 | - |
Product capacities - Timber to timber - Full nailing - 2 angles brackets
| References | 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* | ||||||||||
| 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 | 6 | 4.38 | 5.34 | 7.11 | 8.89 | 4.55 | 5 | 6.89 | 7.33 | - | 3,0 / kmod^0,5 | - | - |
| ABR90 | 8 | 10 | 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 |
| ABRL98 | 10 | 12 | 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 | 14 | 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 |
| ABR105-R | 10 | 14 | 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.
Product capacities - Timber to timber - Partial nailing - 2 angles brackets
| References | Product capacities - Timber to timber - Partial nailing | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Number of Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||||||
| Joist | Flange B | R1.k | R2.k = R3.k | |||||||
| Qty | Qty | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | |
| ABR70 | 4 | 4 | 2,4 / kmod^0,25 | 2,92 / kmod^0,25 | 3.9 | 4.87 | 4.44 | 4.88 | 6.48 | 6.89 |
| ABR90 | 4 | 6 | 4.38 | 5.34 | 7.11 | 8.89 | 5.17 | 5.68 | 6.9 | 7.34 |
| ABRL98 | 4 | 6 | 5.9 | 7 | 9 | 10.8 | 6 | 6.9 | 8.8 | 9.7 |
| ABR105 | 6 | 6 | 4.81 | 5.87 | 7.91 | 9.89 | 6.98 | 7.67 | 10.97 | 11.67 |
| ABR105-R | 6 | 6 | 4.81 | 5.87 | 7.91 | 9.89 | 6.98 | 7.67 | 10.97 | 11.67 |
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.
Product capacities - Timber to rigid support - 2 angles brackets
| References | Product capacities - Timber to Concrete | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | |
| ABR70 | - | - | - | - | - | - | - | - | - | - | - | - |
| ABR90 | 8 | CNA | 1 | Ø10 | min(3,1; 3,2 / kmod) | min(3,7; 3,2 / kmod) | min(4,94; 3,2 / kmod) | min(6,14; 3,2 / kmod) | 1.64 | 1.96 | 2.6 | 3.2 |
| ABRL98 | - | - | - | - | - | - | - | - | - | - | - | - |
| ABR105 | 10 | CNA | 1 | Ø10 | min(4,08; 7,7 / kmod) | min(4,88; 7,7 / kmod) | min(6,48; 7,7 / kmod) | min(8,08; 7,7 / kmod) | 2.25 | 2.68 | 3.55 | 4.37 |
| ABR105-R | 10 | CNA | 1 | Ø10 | min(4,08; 7,7 / kmod) | min(4,88; 7,7 / kmod) | min(6,48; 7,7 / kmod) | min(8,08; 7,7 / kmod) | 2.25 | 2.68 | 3.55 | 4.37 |
Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are BOAXII, SET-XP, WA, AT-HP, depending on the concrete type, spacing and edge distances.
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
| References | 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 | |
| ABR70 | - | - | - | - | - | - | - | - | - | - | - | - |
| ABR90 | 8 | CNA | 1 | Ø10 | 3.1 | 3.55 | 3.55 | 3.55 | 1.64 | 1.96 | 2.6 | 3.2 |
| ABRL98 | - | - | - | - | - | - | - | - | - | - | - | - |
| ABR105 | 10 | CNA | 1 | Ø10 | 4.08 | 4.88 | 6.48 | 8.08 | 2.25 | 2.68 | 3.55 | 4.37 |
| ABR105-R | 10 | CNA | 1 | 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) – kmod = 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 are BOAXII, SET-XP, WA, AT-HP, depending on the concrete type, spacing and edge distances.
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.
Product capacities - Timber beam to timber beam - Ø10 Connector screw - 2 angles brackets
| References | Product capacities - Timber beam to timber beam - Connection with connector screws Ø10 | |||||||
|---|---|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||||
| Flange A | Flange B | R1.k | R2.k = R3.k | |||||
| Qty | Type | Qty | Type | SSH10x40 | SSH10x80 | SSH10x40 | SSH10x80 | |
| ABR70 | - | - | - | - | - | - | - | - |
| ABR90 | - | - | - | - | - | - | - | - |
| ABRL98 | - | - | - | - | - | - | - | - |
| ABR105 | 1 | SSH | 3 | SSH | 6.3 | 12.2 | 5.7 | 9.9 |
| ABR105-R | 1 | SSH | 3 | SSH | 6.3 | 12.2 | 5.7 | 9.9 |
Installation
Installation
Wood to wood connection.
