Image
ETC
Truss hangers
These hangers are used in small trusses with Fasteners a cross-section of 38 mm. They enable to make a hip by assembling hip and jack half trusses. The models differ depending on the
installation type.
CE Marking
ETA
Service class 2
Electrogalvanized steel 20 µm
EPD
Product Details
Images
ETC
ETC434 2 elements assembly
1 hip - 1 jack
Features
Application
Technical Data
Product Dimensions
Dimensions
| Reference | Connector Dimensions | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Product Dimensions[mm] | Header | Joist | Other | ||||||||||
| A[mm] | B[mm] | C[mm] | D[mm] | F[mm] | t[mm] | Face | Base | Side Flanges | Base | Weight[kg] | |||
| Ø5 | Ø13 | Ø5 | Ø5 | Ø5x7.5 | Ø5 | ||||||||
| ETC434 | 140 | 145 | 80 | 225 | 100 | 1.5 | 24 | 4 | - | 6 | 8 | 10 | 0.55 |
| ETC485R | 195 | 145 | 110 | 279 | 90 | 2 | 24 | 4 | - | 12 | - | 31 | 0.85 |
| ETC502 | 206 | 145 | 98 | 290 | 89 | 2 | 24 | 4 | - | 6 | - | 12 | 0.85 |
| ETC835 | 355 | 240 | 110 | 481 | 143 | 3 | 40 | 4 | - | 14 | - | 33 | 2.8 |
* Currently not CE marked.
ETC392 application requires vertical member (king post), min. width 97 mm.
Product capacities - Timber to timber - Header ≥ 97mm - Hip(s) with 1 Ply
Dimensions
| Reference | Multiple Hanger capacity | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Product capacities - Timber to timber - Header ≥ 97 mm - Hip(s) with 1 Ply | |||||||||||||
| Characteristic capacities - Header ≥ 97 mm - Timber C24[kN] | Timber section and fasteners | ||||||||||||
| R2,k | R₁,ₖ | Header | Jack | Hip | |||||||||
| Jack | Hip | Max. | Jack | Hip | Total | CNA4.0x35 | No. of plies | Min. height | CNA4.0x35 | No. of plies | Min. height | CNA4.0x35 | |
| ETC434 | 5.3 | 4.7 | 3.3 | 5.3 | 4.7 | 5.5 | 19 | 1 | 147 | 6 | 1 | 147 | 6 |
| ETC502 | 1.2 | 5.6 | 3.3 | 4.5 | 3.4 | 11.4 | 15 | 1 | 97 | 4 | 1 | 97 | 6 |
Donwload capacities are calculated as: R1,k=min(Jack + Hip; Total)
Uplift capacities are calculated as: R2.k=min(Jack + Hip; Max)
Load path for download is :
ETC434 : 25% on jack, 75% on hip
ETC502 : 40 % on jack, 30% on each hip
Product capacities - Timber to timber - Header ≥ 197mm - Hip(s) with 1 Ply
Dimensions
| Reference | Multiple Hanger capacity | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Product capacities - Timber to timber - Header ≥ 197 mm - Hip(s) with 1 Ply | |||||||||||||
| Characteristic capacities - Header ≥ 97 mm - Timber C24[kN] | Timber section and fasteners | ||||||||||||
| R₁,ₖ | R2,k | Header | Hip | Jack | |||||||||
| Jack | Hip | Total | Jack | Hip | Max. | CNA4.0x35 | No. of plies | Min. height | CNA4.0x35 | No. of plies | Min. height | CNA4.0x35 | |
| ETC434 | 5.3 | 9 | 12 | 5.3 | 4.7 | 3.3 | 27 | 1 | 147 | 6 | 1 | 147 | 6 |
| ETC502 | 4.6 | 9.3 | 23.2 | 1.2 | 5.6 | 4.4 | 27 | 1 | 97 | 6 | 1 | 97 | 4 |
Uplift capacities are calculated as : R2.k=min(Jack + No. of Hip*Hip; Max)
Load path is :
25 % on jack, 75 % on hip for ETC434
20 % on jack, 40% on each hip for ETC502
Please refer to the installation section to see images of the different possible installations.
Product capacities - Timber to timber - Header ≥ 195mm
Dimensions
| Reference | Multiple Hanger capacity | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Characteristic capacities - Timber to timber - Full nailing - G+D | ||||||||||
| Header | Characteristic capacity - Header ≥197mm - Timber C24[kN] | Timber sections and fasteners | ||||||||
| CNA4.0x35 | R₁,ₖ | Jack | Hip | |||||||
| Jack | Hip | Total | No. of plies | Min. height | CNA4.0x35 | No. of plies | Min. height | CNA4.0x35 | ||
| ETC502 | 25 | 6.6 | 4.9 | 16.4 | 1 | 97 | 4 | 1 | 97 | 6 |
Uplift capacities are calculated as : R2.k=min(Jack + 2*Hip; Max)
Load path is :
40 % on jack, 30% on each hip for ETC502.
Product capacities - Timber to timber - Header ≥ 147mm
Dimensions
| Reference | Multiple Hanger capacity | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Characteristic capacity - Header ≥147mm - Timber C24 | |||||||||||||
| Characteristic capacity - Header ≥147mm - Timber C24[kN] | Timber section and fasteners | ||||||||||||
| R₁,ₖ | R2,k | Header | Jack | Hip | |||||||||
| Jack | Hip | Total | Jack | Hip | Max. | CNA4.0x35 | No. of plies | Min. height | CNA4.0x35 | No. of plies | Min. height | CNA4.0x35 | |
| ETC502 | 5.8 | 4.3 | 14.4 | 1.2 | 5.6 | 3.3 | 23 | 1 | 97 | 4 | 1 | 97 | 6 |
Uplift capacities are calculated as : R2.k=min(Jack + 2*Hip; Max)
Load path is :
40 % on jack, 30% on each hip for ETC502
Product capacities - Timber to timber - 1 Left model + 1 Right model
Dimensions
Table "Product capacities - Timber to timber - 1 Left model + 1 Right model" cannot be displayed : no references available.
Installation
Installation
ETC434 2 elements assembly
1 hip - 1 jack
ETC434 2 elements assembly
1 hip - 1 jack
ETC485R 2 elements assembly
1 hip - 1 jack
ETC502 3 elements assembly
1 hip - 2 jack
ETC835 3 elements assembly
1 hip - 2 jack
ETC835 3 elements assembly
1 hip - 2 jack
ZIP Packages
-
2D
2D DWG ZIP3D/3D Simplified
SAT ZIP