ABR
Reinforced angle brackets
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
Features
Application
Technical Data
Dimensions
Product Dimensions
| References | Tun / DB nr. | NOB nr. | Product Dimensions [mm] | Joist [mm] | Holes flange B [mm] | Box Quantity | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | t | Ø5 | Ø12 | Ø13 | Ø12x32 | Ø5 | Ø12 | Ø13 | ||||
| ABR9015 | 1241530 | 41327081 | 89 | 89 | 60 | 1.5 | 10 | - | 1 | - | 10 | - | 1 | 50 |
| ABR100 | 1329235 | 42424786 | 103 | 103 | 90 | 2 | 10 | 1 | - | 1 | 14 | 1 | - | 50 |
Wood/wood connection beam/beam type - assembly with 2 angle 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(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 | 10 | 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 | 14 | 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
| References | 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 | Ø10 | 10 | 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
| References | Product capacities - Timber 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 | CNA* | 4 | PDPA-75 | 21.5 |
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 characteristic capacities - Timber to concrete - Connection with 2 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 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | |
| ABR100 | 1 | Ø10 | 10 | 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) – kmod = 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
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 beam to timber beam - Ø10 connector screws - 2 angle brackets
| References | Product capacities - Timber beam to timber beam - Ø10 connector screws - 2 angle brackets | |||||
|---|---|---|---|---|---|---|
| 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 | SSH10x40 | |
| ABR100 | 2 | SSH | 1 | SSH | 5.2 | 2.7 |
Characteristic capacities - Timber beam to concrete - Ø10 connector screws - 2 angle brackets
| References | Product capacities - Timber beam to rigid support - Ø10 connector screws - 2 angle brackets | |||||
|---|---|---|---|---|---|---|
| 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 | SSH10x40 | |
| ABR100 | 1 | Ø10 | 1 | SSH | 5.7 | 4.1 |
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.
Installation
Installation
Technical Notes
