TUS
Concealed Beam Hanger
These concealed hangers ensure a completely invisible assembly. The slot in the head facilitates on-site installation. TUS, factory bent, are suitable for skewed applications.

CE Marking

ETA

Label traçabilité totale

Service class 2

Fire resistance R 30

Electrogalvanized steel Z275
EPD

Available in Connector Selector
Product Details
Features
Material
- Steel S250GD + Z275 according to NF EN 10346.
- Thickness 3 mm.
- Half-hour fire resistance subject to a special installation.
Benefits
Invisible assembly
Optimized implementation complies with Eurocodes
Application
Header member
- Supporting member: solid wood, glued-laminated wood, composite lumber.
- Supported member: solid wood, glued-laminated wood, composite lumber.
For Use With
- Joists.
- Purlins.
- Supporting beam.
Technical Data
Product Dimensions
| Reference | Connector Dimensions | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Timber size[mm] | Header dimensions[mm] | Product Dimensions[mm] | Header holes[mm] | Joist holes[mm] | Other | |||||||||||
| Width | Height[mm] | Post Width | A[mm] | B[mm] | C[mm] | t[mm] | α[°] | α | Round | Round | Qty per Box | Weight[kg] | ||||
| Max.[mm] | Min[mm] | Min β≠0[mm] | Max.[mm] | Min[mm] | Min[mm] | Max.[°] | Ø5 | Ø8.5 | Ø12.5 | |||||||
| TU/S12 | 120 | 120 | 160 | 200 | 68 | 96 | 97.5 | 40 | 3 | 30 | 89 | 6 | 4 | - | - | 0.4 |
| TU/S16 | 160 | 160 | 190 | 240 | 88 | 134 | 104.5 | 60 | 3 | 30 | 89 | 18 | - | 3 | - | 0.45 |
| TU/S20 | 160 | 200 | 225 | 280 | 88 | 174 | 104.5 | 60 | 3 | 30 | 89 | 22 | - | 4 | - | 0.5 |
| TU/S24 | 160 | 240 | 260 | 300 | 88 | 214 | 104.5 | 60 | 3 | 30 | 89 | 26 | - | 5 | - | 0.64 |
| TU/S28 | 160 | 280 | 295 | 340 | 88 | 254 | 104.5 | 60 | 3 | 30 | 89 | 30 | - | 6 | - | 0.77 |
Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=60°
| Reference | Hanger capacity | ||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=60° | |||||||||||||||||||
| Number of Fasteners | Product characteristic capacities - Timber C24[kN] | ||||||||||||||||||
| Joist | Header | R1,k - Slope β=0° | R1,k - Slope β=45° | R1,k - Slope β=30° | R₁,ₖ - Declive β=15° | ||||||||||||||
| Qty | Type | Qty | Dowels length[mm] | Dowels length[mm] | Dowels length[mm] | Dowels length[mm] | |||||||||||||
| 60 | 80 | 100 | 120 | 60 | 80 | 100 | 120 | 60 | 80 | 100 | 120 | 60 | 80 | 100 | 120 | ||||
| TU/S12 | 4.0 | STD8 | 6.0 | 7.4 | 8.2 | 9.1 | 9.6 | 6.6 | 7.1 | 7.8 | 8.5 | 6.9 | 7.5 | 8.2 | 9 | 7.2 | 7.9 | 8.7 | 9.3 |
| TU/S16 | 3.0 | STD12 | 18.0 | 16.4 | 16.9 | 17.8 | 19 | 15 | 15.4 | 15.9 | 16.7 | 15.4 | 15.7 | 16.4 | 17.2 | 15.9 | 16.3 | 17.1 | 18.1 |
| TU/S20 | 4.0 | STD12 | 22.0 | 25 | 25.8 | 27.2 | 28.9 | 22.9 | 23.5 | 24.4 | 25.5 | 23.6 | 24 | 25 | 26.2 | 24.2 | 24.8 | 25.9 | 27.4 |
| TU/S24 | 5.0 | STD12 | 26.0 | 34.4 | 35.4 | 37.3 | 39.5 | 31.6 | 32.6 | 33.7 | 35.2 | 32.4 | 33.1 | 34.4 | 36.1 | 33.3 | 34.1 | 35.6 | 37.6 |
| TU/S28 | 6.0 | STD12 | 30.0 | 44.3 | 45.5 | 47.8 | 50.6 | 40.9 | 42.2 | 43.7 | 45.6 | 41.7 | 42.7 | 44.3 | 46.5 | 43 | 43.8 | 45.8 | 48.2 |
R2,k capacities can be calculated as R2,k = R1,k x (nb of dowels - 1) / (nb of dowels).
The top dowel is not considered for the uplift capacities as it is placed in an open hole.
Product characteristic capacities - Safe working loads - skewed connection
| Reference | Hanger capacity | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=30° | Safe working loads - skewed connection | ||||||||||
| Number of Fasteners | Installation: skew = 0° to 60°, slope = 0° | Installation: skew = 0° to 60°, slope = 45° | |||||||||
| Joist | Header | R1,SWL[kN] | R1,SWL[kN] | ||||||||
| Qty | Type | Qty | Dowels length[mm] | Dowels length[mm] | |||||||
| 60 | 80 | 100 | 120 | 60 | 80 | 100 | 120 | ||||
| TU/S12 | 4.0 | STD8 | 6.0 | 2.5 | 2.5 | 2.5 | - | 2.3 | 2.5 | 2.5 | - |
| TU/S16 | 3.0 | STD12 | 18.0 | 3.4 | 4.8 | 6.1 | 6.1 | 3 | 4.1 | 5.3 | 5.3 |
| TU/S20 | 4.0 | STD12 | 22.0 | 5.5 | 7.7 | 9.8 | 9.8 | 4.8 | 6.7 | 8.5 | 8.5 |
| TU/S24 | 5.0 | STD12 | 26.0 | 8 | 11.1 | 13.3 | 13.3 | 6.9 | 9.6 | 12.3 | 12.3 |
| TU/S28 | 6.0 | STD12 | 30.0 | 10.7 | 14.9 | 16.3 | 16.3 | 9.3 | 12.9 | 16.3 | 16.3 |
The skew may be precise when ordering the products
Installation
Installation
Fixing
On supporting wood member: TUS
- CNA annular ring-shank nails dia. 4.0 x 50 mm or CSA screws dia. 5.0 x 40 mm.
On supported member: Steel dowel S235JR type STD12
- TUS12: dia. 8 mm type STD 8.
- TUS16 to 28: dia. 12 mm type STD 12.
The length of the dowels is less than or equal to the width of the supported joist.
TUS: wood/wood fastening only with nails/screws
Installation
- Make a vertical notch in the joist end (width 6mm for TUS12 and 9mm for TUS16 to TUS28),
- Mark the position of the dowels on the joist before drilling holes - diameter of the hole according to the diameter of the dowel
- Insert the top dowel in the joist
- Route a 6mm deep pocket in either the joist end or the header. This is not compulsory, it is used to improve the aesthetic of the connection
- Fix Install the joist onto the concealed beam hanger by hooking the joist onto the concealed beam hanger. Top dowel hooks into slotted top hole on the concealed beam hanger.
- Install reamining dowels.the concealed beam hanger to the header with nails or screws
Certification
European Technical Assessment (ETA)
Show history
Environmental Product Declarations (EPD)
CAD and BIM Library
2D
3D
TU/S28
TU/S20
TU/S16
TU/S12
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TU/S24
3D Simplified
TU/S12
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