E9/2.5
Piastra di fissaggio angolare con nervatura
Le piastre di fissaggio angolari rinforzate sono adatte per applicazioni strutturali in case con struttura in legno e intelaiature.
Marquage CE
ETE
Classe service 2
Intérieur
Acier galvanisé Z275
Dettagli del prodotto
Immagini
Caratteristiche
Applicazione
Dati tecnici
Dimensioni
Product dimensions
| Codici | Product dimensions [mm] | Holes flange A | Holes flange B | Box Quantity | ||||||
|---|---|---|---|---|---|---|---|---|---|---|
| A | B | C | t | Ø5 | Ø11 | Ø11x34 | Ø5 | Ø11 | ||
| E9/2.5 | 154 | 152.5 | 65 | 2.5 | 14 | 1 | 1 | 14 | 2 | 50 |
Simplified characteristic capacities - Beam/beam assembly, max nailing - Connection with 2 brackets
| Codici | Simplified product capacities - Timber beam to timber beam – Max. nailing | |||||
|---|---|---|---|---|---|---|
| Fasteners | Simplified characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||
| Flange A | Flange B | R1.k* | R2.k = R3.k | |||
| Qty | Qty | CNA4.0x35 | CNA4.0x50 | CNA4.0x35 | CNA4.0x50 | |
| E9/2.5 | 12 | 14 | 5 | 8.4 | 9.5 | 13 |
* 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
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.
Simplified characteristic capacities - Beam/beam assembly, min nailing - Connection with 2 brackets
| Codici | Simplified product capacities - Timber beam to timber beam - Min. Nailing | |||||
|---|---|---|---|---|---|---|
| Fasteners | Simplified characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||
| Flange A | Flange B | R1.k* | R2.k = R3.k | |||
| Qty | Qty | CNA4.0x35 | CNA4.0x50 | CNA4.0x35 | CNA4.0x50 | |
| E9/2.5 | 8 | 6 | 1.9 | 3.2 | 6.6 | 8.9 |
* 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
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.
Characteristic capacities - Beam/beam assembly, max nailing - Connection with 2 brackets
| Codici | Product capacities - Timber beam to timber beam - Max nailing | |||||
|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||
| Flange A | Flange B | R1.k | R2.k = R3.k | |||
| Qty | Qty | CNA4.0x35 | CNA4.0x50 | CNA4.0x35 | CNA4.0x50 | |
| E9/2.5 | 12 | 14 | 5.1 / kmod^(-0.1) | 8.5 / kmod^(-0.1) | 9.5 | 13 |
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.
Characteristic capacities - Beam/beam assembly, min nailing - Connection with 2 brackets
| Codici | Product capacities - Timber beam to timber beam - Min. nailing | |||||
|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||
| Flange A | Flange B | R1.k | R2.k = R3.k | |||
| Qty | Qty | CNA4.0x35 | CNA4.0x50 | CNA4.0x35 | CNA4.0x50 | |
| E9/2.5 | 8 | 6 | 2.0 / kmod^(-0.2) | 3.4 / kmod^(-0.2) | 6.6 | 8.9 |
* 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
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.
Characteristic capacities - Post/beam assembly - Connection with 2 brackets
| Codici | Product capacities - Timber post to timber beam | |||||
|---|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | |||||
| Flange A | Flange B | R1.k | R2.k = R3.k | |||
| Qty | Qty | CNA4.0x35 | CNA4.0x50 | CNA4.0x35 | CNA4.0x50 | |
| E9/2.5 | 10 | 14 | 3.1 | 5.1 | 6.7 | 8.6 |
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.
Characteristic capacities - Beam/rigid support assembly - Connection with 2 brackets
| Codici | Product capacities - Timber to rigid support | ||||
|---|---|---|---|---|---|
| Fasteners | Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN] | ||||
| Flange A | Flange B | R1.k | |||
| Qty | Type | Qty | Type | CNA4.0x35 | |
| E9/2.5 | 12 | CNA* | 1 | Ø10 | 6 |
* 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 are BOAXII, SET-XP, WA, AT-HP, depending 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.
Installazione
Installazione
Fastening on wood support
