ABR
Úhelník s žebrem (70 90 105)
Úhlové spojky ABR jsou vhodné pro spoje, kde je vyžadována velká pevnost spojení. ABR jsou opatřeny žebry.
Pokud není dostatečná nosnost úhlové spojky ABR105, doporučujeme používat klínky.
Označení CE
ETA
Servisní třída 2
Uvnitř
Pozinkovaná ocel Z275
Podrobnosti produktu
Obrázky
Fixation bois/bois
Vlastnosti
Aplikace
Technické údaje
Rozměry
Rozměry a typické hodnoty
| Art. nr. | Rozměry a typické hodnoty [mm] | Příruba A | Hlava | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | t | Ø5 | Ø8.5 | Ø11 | Ø13 | Ø5 | Ø8.5 | Ø11 | Ø13 | |
| ABR70 | 70 | 70 | 55 | 2 | 6 | 1 | - | - | 6 | 1 | - | - |
| ABR90 | 90 | 90 | 65 | 2.5 | 10 | - | 1 | - | 10 | - | 1 | - |
| ABR98 | 98 | 98 | 88 | 3 | 10 | - | - | 3 | 12 | - | - | 3 |
| ABRL98 | 98 | 98 | 88 | 3 | 10 | - | - | - | 12 | - | - | - |
| ABR105 | 105 | 105 | 90 | 3 | 10 | - | 3 | - | 14 | - | 1 | - |
Array
Product capacities - Timber to timber - Full nailing - 2 angles brackets
| Art. nr. | Product capacities - Timber to timber - Full nailing | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Upevňovací prvky | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | ||||||||||
| Příruba A | Hlava | R1.k | R2.k = R3.k | R4.k = R5.k* | |||||||
| Množství | Množství | 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
| Art. nr. | Product capacities - Timber to timber - Partial nailing | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Upevňovací prvky | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | ||||||||||
| Příruba A | Hlava | R1.k | R2.k = R3.k | R4.k = R5.k* | |||||||
| Množství | Množství | 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 |
| ABR98 | 4 | 6 | 7 | 9 | 10.8 | 6.9 | 8.8 | 9.7 | 11.6 | 13.1 | 13.3 |
| 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
| Art. nr. | Product capacities - Timber to Concrete | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Upevňovací prvky | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||||||
| Příruba A | Hlava | R1.k | R2.k = R3.k | |||||||
| Množství | Typ | Množství | Typ | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | |
| ABR70 | - | - | - | - | - | - | - | - | - | - |
| ABR90 | 8 | CNA | 1 | Ø10 | min(3,7; 3,2 / kmod) | min(4,94; 3,2 / kmod) | min(6,14; 3,2 / kmod) | 1.96 | 2.6 | 3.2 |
| ABR98 | - | - | - | - | - | - | - | - | - | - |
| ABRL98 | - | - | - | - | - | - | - | - | - | - |
| 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.
Instalace
Instalace
Fixation bois/bois
