AG
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
CE Marking
ETA
Service class 2
Indoor
Electrogalvanized steel Z275
EPD
Product Details
Images
Features
Application
Technical Data
Dimensions
Product Dimensions
| References | Tun / DB nr. | NOB nr. | Product Dimensions [mm] | Joist | Holes flange B | Box Quantity | Weight [kg] | |||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | t | Ø5 | Ø8,5 | Ø11 | Ø5 | Ø8,5 | Ø11 | |||||
| AG40312 | 1680602 | 21220819 | 119 | 91 | 40 | 3 | 10 | 1 | 2 | 6 | 1 | 1 | 100 | 0.18 |
| AG40412 | 8977720 | 21594494 | 120 | 92 | 40 | 4 | 10 | 1 | 2 | 6 | 1 | 1 | 50 | 0.24 |
| AG40314 | 5653563 | 21794086 | 141 | 91 | 40 | 3 | 12 | 1 | 2 | 6 | 1 | 1 | 50 | 0.21 |
| AG40414 | 5653589 | 21794102 | 142 | 92 | 40 | 4 | 12 | 1 | 2 | 6 | 1 | 1 | 50 | 0.28 |
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.
Installation
Installation
