AE
Piastra di fissaggio angolare con nervatura
Le piastre angolari AE sono utilizzate per assemblaggi legno-legno o assemblaggi su calcestruzzo.
AE16 è adatto per l'assemblaggio di travi a vista sulla piastra del colmo.
Marquage CE
ETE
Classe service 2
Intérieur
Acier galvanisé Z275
Dettagli del prodotto
Immagini
Caratteristiche
Applicazione
Dati tecnici
Dimensioni
Product dimensions
| Codici | DB nr. | NOBB nr. | Product dimensions [mm] | Holes flange A | Holes flange B | Pz/conf. | |||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | t | Ø5 | Ø13 | Ø5 | Ø13 | ||||
| AE48 | 3779212 | 21220751 | 90 | 48 | 48 | 3 | 7 | 2 | 4 | 1 | 100 |
| AE76 | - | 21594528 | 90 | 48 | 76 | 3 | 12 | 3 | 7 | 1 | 100 |
| AE116 | 7742216 | 21594536 | 90 | 48 | 116 | 3 | 18 | 3 | 7 | 3 | 50 |
Product capacities - Beam to beam - Maximum nailing
| Codici | Product capacities - Timber to timber - Maximum nailing | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||||||||||
| Flange A | Flange B | R1.k | R2.k = R3.k | R4.k = R5,k | ||||||||||
| Qty | Qty | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | |
| AE48 | 6 | 4 | 2.5 | 2.9 | 3.8 | 4.9 | 3.5 | 4 | 4.9 | 6 | 1.1/kmod^0.25 | 1.3/kmod^0.25 | 1.7/kmod^0.25 | 2.0/kmod^0.25 |
| AE76 | 9 | 7 | 5.1 | 5.8 | 7.7 | 9.8 | 10.4 | 11.6 | 13.4 | 15.6 | 2.5/kmod^0.25 | 2.9/kmod^0.25 | 3.6/kmod^0.25 | 4.2/kmod^0.25 |
| AE116 | 12 | 7 | 5.1 | 5.8 | 7.7 | 9.8 | 14.7 | 16.6 | 20 | 23.2 | 2.8/kmod^0.25 | 3.2/kmod^0.25 | 4/kmod^0.25 | 4.7/kmod^0.25 |
1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod.
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 the table
* For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106
Product capacities - Beam to beam - Partial nailing
| Codici | Product capacities - Timber to timber - Partial nailing | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||||||||||
| Flange A | Flange B | R1.k | R2.k = R3.k | R4.k = R5,k | ||||||||||
| Qty | Qty | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4,0x35 | CNA4,0x40 | CNA4,0x50 | CNA4,0x60 | |
| AE48 | 4 | 4 | 2.5 | 2.9 | 3.8 | 4.9 | 3.4 | 3.9 | 4.7 | 5.4 | 1.1/kmod^0.25 | 1.3/kmod^0.25 | 1.7/kmod^0.25 | 2.0/kmod^0.25 |
| AE76 | 7 | 7 | 5.1 | 5.8 | 7.7 | 9.8 | 8.2 | 9.5 | 11.4 | 13.1 | 2.5/kmod^0.25 | 2.9/kmod^0.25 | 3.6/kmod^0.25 | 4.2/kmod^0.25 |
| AE116 | 8 | 7 | 5.1 | 5.8 | 7.7 | 9.8 | 11.9 | 13.8 | 16.9 | 19.4 | 2.8/kmod^0.25 | 3.2/kmod^0.25 | 4/kmod^0.25 | 4.7/kmod^0.25 |
1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod.
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 the table
* For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106
Characteristic capacities - Timber to concrete
| Codici | Product capacities - Timber to Concrete | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||||||||||||
| Flange A | Flange B | R1.k | R2.k = R3.k | R4.k = R5,k | ||||||||||||
| Qty | Type | Qty | Type | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4,0x35 | CNA4,0x40 | CNA4,0x50 | CNA4,0x60 | |
| AE48 | 6 | CNA* | 1 | M12 | min: 12.3 ; 12.6/kmod | min: 14.9 ; 12.6/kmod | 12.6/kmod | 12.6/kmod | 1.9 | 2.1 | 3.2 | 3.5 | - | min: 5.2 ; 4.2/kmod^0.7 | - | 4.2/kmod^0.7 |
| AE76 | 9 | CNA* | 1 | M12 | min: 18.7 ; 16.8/kmod | min: 22.7 ; 16.8/kmod | 16.8/kmod | 16.8/kmod | 6.7 | 7.5 | 10.3 | 11.2 | - | min: 8.5 ; 6.1/kmod | - | 6.1 / kmod |
| AE116 | 12 | CNA* | 2 | M12 | 20.7 | 25.1 | min: 33.3 ; 28.1/kmod | min: 38.1 ; 28.1/kmod | 23 | 25.8 | 25.5 | 27.7 | - | 9,1 / kmod^0.2 | - | min: 14 ; 10/kmod |
1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod. The characteristic anchoring strength of the bolt must be minimum 15,3 kN for both withdrawal and shear force. The bearing capacity value for the assembly must be reduced proportionally if the bearing capacities of the bolt is less than 15,3 kN.
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 the table
*For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106
Simplified characteristic capacities - Timber to concrete
| Codici | Simplified product capacities - Timber to Concrete | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fasteners | Simplified characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||||||||
| Flange A | Flange B | R1.k | R2.k = R3.k | |||||||||
| Qty | Type | Qty | Type | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | CNA4.0x35 | CNA4.0x40 | CNA4.0x50 | CNA4.0x60 | |
| AE48 | 6 | CNA | 1 | M12 | 12.3 | 14 | 14 | 14 | 1.9 | 2.1 | 3.2 | 3.5 |
| AE76 | - | - | - | - | - | - | - | - | - | - | - | - |
| AE116 | 12 | CNA | 2 | M12 | 20.7 | 25.1 | 31.2 | 31.2 | 23 | 25.8 | 25.5 | 27.7 |
* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.
Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are BOAXII, SET-XP, WA, AT-HP, depending on the concrete type, spacing and edge distances.
** The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) – kmod = 0,9. For other load duration and service class, please refer to the ETA to get more accurate capacities
Product capacities - CLT Beam to CLT beam - Ø12 connector screws - 2 angle brackets
| Codici | Product capacities - CLT beam to CLT beam - Ø12 connector screws - 2 angle brackets | |||||
|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber CLT- 2 angle brackets per connection [kN] | |||||
| Flange A | Flange B | R1.k | R2.k = R3.k | |||
| Qty | Type | Qty | Type | SSH12x80 | SSH12x80 | |
| AE48 | - | - | - | - | - | - |
| AE116 | 3 | SSH | 3 | SSH | 33 | 29.5 |
Product capacities - CLT beam to rigid support - Ø12 connector screws - 2 angle brackets
| Codici | Product characteristic capacities - CLT beam to rigid support - Ø12 connector screws - 2 angle brackets | |||||
|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber CLT- 2 angle brackets per connection [kN] | |||||
| Flange A | Flange B | R1,k | R2,k = R3,k | |||
| Qty | Type | Qty | Type | SSH12x80 | SSH12x80 | |
| AE48 | - | - | - | - | - | - |
| AE76 | - | - | - | - | - | - |
| AE116 | 3 | SSH | 2 | Ø12 | 48.8 | 61.9 |
Installazione
Installazione
