AG
Vinkelbeslag
Vinkelbeslag används till balk-balkfogar, balk-stolpfogar och fogar på betong i bärverk.
CE-märkt
Tekniskt avtal
Användningsklass 2
Indoor
Electrogalvanized steel Z275
Produktinformation
Bilder
Egenskaper
Applikationer
Teknisk data
Dimensioner
Dimensioner
| Art. nr. | Mått [mm] | Hål, flik A | Hål, flik B | |||||||
|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | t | Ø5 | Ø8,5 | Ø11 | Ø5 | Ø8,5 | Ø11 | |
| AG40312 | 119 | 91 | 40 | 3 | 10 | 1 | 2 | 6 | 1 | 1 |
| AG40412 | 120 | 92 | 40 | 4 | 10 | 1 | 2 | 6 | 1 | 1 |
| AG40314 | 141 | 91 | 40 | 3 | 12 | 1 | 2 | 6 | 1 | 1 |
| AG40414 | 142 | 92 | 40 | 4 | 12 | 1 | 2 | 6 | 1 | 1 |
Array
Karakteristisk bärförmåga - balk-balk fogningar - Delvis utspikning
| Art. nr. | Utspikning | Karakteristisk bärförmåga - 2 vinkelbeslag per fog [kN] | ||||||
|---|---|---|---|---|---|---|---|---|
| Flik A | Flik B | R1.k | R2.k = R3.k | R4.k = R5,k | ||||
| - | - | 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.
Karakteristisk bärförmåga - balk eller stolp til betong fogningar
| Art. nr. | Utspikning | Karakteristisk bärförmåga - 2 vinkelbeslag per fog [kN] | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Flik A | Flik B | R1.k | R2.k = R3.k | R4,k = R5.k | ||||||
| - | Typ | - | Typ | 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.
Montage
Montage
