AG
They are ideal for those connections that need to transfer large forces, such as rafters, purlins, wood beams
40412 bracket are 4 mm thick, saving angle is AG40312 only 3 mm thick
Product Details
Features
Material
Steel quality:
• S250GD + Z275 according to DIN EN10346
Corrosion protection:
• 275 g / m galvanized on both sides 20mm
Benefits
• Universal bracket for supporting a structural purposes
Application
Applicable materials
• Wood and wood products
Application area
• Wood and wood products
Values for joint wood and wood, two connections
Values for wood and concrete joint, two connecting
Technical Data
Product Capacities - Beam to Beam and Beam to Column
References | 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 | CNA4.0x60 | CNA4.0x40 | CNA4.0x60 | CNA4.0x40 | CNA4.0x60 | |
AG40312 | 4 | 4 | 2.9 | 4,2/kmod^0,3 | 3.3 | 5 | 1,3/kmod^0,25 | 1,8/kmod^0,25 |
AG40412 | 4 | 4 | 3 | 4.9 | 3.2 | 4.4 | 1,4/kmod^0,25 | 2,2/kmod^0,25 |
AG40314 | 4 | 4 | 2.9 | 4,2/kmod^0,3 | 3.3 | 5 | 1,3/kmod^0,25 | 1,8/kmod^0,25 |
AG40414 | 4 | 4 | 3 | 4.9 | 3.2 | 4.4 | 1,4/kmod^0,25 | 2,2/kmod^0,25 |
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 - Beam or Column to concrete
References | 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 | CNA4.0x40 | CNA4.0x60 | CNA4.0x40 | CNA4.0x60 | CNA4.0x40 | CNA4.0x60 | |
AG40412 | 4 | CNA | 1 | M10 Bolt | min (10,5 ; 8,1/kmod) | 8,1/kmod | min (1,0 ; 1,0/kmod) | 1,0/kmod | min (4,3 x kmod^0,5 ; 2,9/kmod) | min (4,3 ; 2,9/kmod) |
AG40414 | 4 | CNA | 1 | M10 Bolt | min (10,5 ; 8,1/kmod) | 8,1/kmod | min (1,0 ; 1,0/kmod) | 1,0/kmod | min (4,3 x kmod^0,5 ; 2,9/kmod) | min (4,3 ; 2,9/kmod) |
The load capacity belongs to a load group with the modification factor kmod.
1) R4/5,k is determined for beam width b = 75 mm and essentricity e = 130 mm. See ETA for other values of b and e.
If the overall structure prevents the rotation of the purlin, the load values R1,k and R2/3,k in an assembly with only one bracket equal to half of the given value in table 2. See ETA if the purlin is able to rotate.
The Bolt must have a characteristic withdrawal strength of min. 10 kN and used with a washer US60/60/6. In case of lower Bolt strengtf, the capacity must be reduced accordingly.