Reinforced Angle Bracket (105-R)
Reinforced angle brackets are suitable for structural applications in framing and wood-frame houses.
Product Details
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 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 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | |
ABR70 | 4 | 6 | 5.34 | 7.11 | 8.89 | 5 | 6.89 | 7.33 | 3,0 / kmod^0,5 | - | - |
ABR90 | 8 | 10 | 7.87 | 10.66 | 13.32 | 9.21 | 11.07 | 11.78 | 8,1 / kmod^0,85 | - | 9,1 / kmod^0,75 |
ABRL98 | 10 | 12 | 11.8 | 15.7 | 19.7 | 13.7 | 17.5 | 19.8 | 13.3 | 13.7 | 14 |
ABR105 | 10 | 14 | 10.78 | 14.33 | 17.91 | 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 | R4.k = R5.k* | |||||||
Qty | Qty | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4,0x40 | CNA4,0x50 | CNA4,0x60 | |
ABR70 | 4 | 4 | 2,92 / kmod^0,25 | 3.9 | 4.87 | 4.88 | 6.48 | 6.89 | 2,1 / kmod^0,75 | - | 2,8 / kmod^0,4 |
ABR90 | 4 | 6 | 5.34 | 7.11 | 8.89 | 5.68 | 6.9 | 7.34 | 7 / kmod^0,4 | - | 8,5 / kmod^0,75 |
ABRL98 | 4 | 6 | 7 | 9 | 10.8 | 6.9 | 8.8 | 9.7 | 11.6 | 13.1 | 13.3 |
ABR105 | 6 | 6 | 5.87 | 7.91 | 9.89 | 7.67 | 10.97 | 11.67 | 9 / kmod^0,4 | - | 12,5 / kmod^0,4 |
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 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | |
ABR105 | 10 | CNA | 1 | Ø10 | min(4,88; 7,7 / kmod) | min(6,48; 7,7 / kmod) | min(8,08; 7,7 / kmod) | 2.68 | 3.55 | 4.37 |
Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions depend 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 | |
ABR105 | 1 | SSH | 3 | SSH | 6.3 | 12.2 | 5.7 | 9.9 |
Product capacities - Timber beam to rigid support - Ø10 connector screw - 2 angle brackets
References | Product capacities - Timber beam to rigid support - Connection with Ø10 connector screws | |||||||
---|---|---|---|---|---|---|---|---|
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 | |
ABR105 | 1 | SSH | 2 | Ø10 | 7.5 | 13.8 | 6.9 | 13.7 |
Installation
Installation
Fixing
On wood:
- CNA annular ring-shank nails dia. 4.0 x 35 or dia. 4.0 x 50 mm.
- CSA screws dia. 5.0 x 35 mm or CSA screws dia. 5.0 x 40 mm.
- Bolts.
- LAG screws.
On concrete:
Concrete substrate
- Mechanical anchor: WA M10-78/5 OR WA M12-104/5 pin.
- Chemical anchor: AT-HP resin + LMAS M10-120/25 or LMAS M12-150/35 threaded rod.
Hollow masonry substrate:
- Chemical anchor: AT-HP or POLY-GP resin + LMAS M12-150/35 threaded rod + SH M16-130 screen.
On steel:
- Bolts.