AG922
Massiv vinkel med stor lastförmåga
AG922 är ett nytt massivt vinkelbeslag tillverkat av 2,5 mm galvaniserat stål. De två ribborna ökar beslagets lastförmåga.
CE-märkt
Tekniskt avtal
Användningsklass 2
Indoor
Electrogalvanized steel Z275
Produktinformation
Bilder
Egenskaper
Applikationer
Teknisk data
Dimensioner
Karakteristisk bärförmåga - Balk-balk fogningar - 2 vinkelbeslag per fog
| Art. nr. | Karakteristisk bärförmåga - balk-balk fogningar | |||
|---|---|---|---|---|
| Utspikning | Karakteristisk bärförmåga - 2 vinkelbeslag per fog [kN] | |||
| Flik A | Flik B | R1.k | R2.k = R3.k | |
| - | - | CNA4.0x50 | CNA4.0x50 | |
| AG922 | 16 | 13 | 18.5 | 29.5 |
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.
Karakteristisk bärförmåga - Balk-betong fogningar - 2 vinkelbeslag per fog
| Art. nr. | Karakteristisk bärförmåga - balk-betong fogningar | |||||
|---|---|---|---|---|---|---|
| Utspikning | Karakteristisk bärförmåga - 2 vinkelbeslag per fog [kN] | |||||
| Flik A | Flik B | R1.k | R2.k = R3.k | |||
| - | Typ | - | Typ | CNA4.0x50 | CNA4.0x50 | |
| AG922 | 16 | CNA* | 2 | Ø12 | 30.6 | 48.2 |
* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.
The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. 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.
Karakteristisk bärförmåga - Stolp-betong fogningar - 2 vinkelbeslag per fog
| Art. nr. | Karakteristisk bärförmåga - stolp-betong fogningar | ||||
|---|---|---|---|---|---|
| Utspikning | Karakteristisk bärförmåga - 2 vinkelbeslag per fog [kN] | ||||
| Flik A | Flik B | R1.k | |||
| - | Typ | - | Typ | CNA4.0x50 | |
| AG922 | 12 | CNA* | 2 | Ø12 | 37.5 |
* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.
The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. 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.
Montage
Montage
Technical Notes
