Concealed joist hanger BT4
The concealed beam hangers BT4 are used for invisible connections between supported beams and supporting beams or post.





Product Details
Features
Material
Steel quality:
S 250 GD + Z 275 according to DIN EN 10346
Corrosion protection:
275 g / m galvanized on both sides 20mm
Benefits
• The connection can be made up to 45 °.
• Shoes BT4 are particularly suitable for timber-to-timber connection, in which the fibers are perpendicular (e.g. columns)
• Mounting hole allows safe and comfortable hanging beam.
• In the shoe does not need additional support
• Fire protection according to DIN 4102nd
Application
Applications
- Wood, wood products
Scope
• For connecting secondary beams of wood or wooden materials to the main support structure of wood / wood materials
Technical Data
Product Dimensions
| Reference | Connector Dimensions | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Other | Product Dimensions[mm] | Joist Size[mm] | Header holes[mm] | Joist Holes[mm] | |||||||||
| Tun / DB nr. | NOB nr. | Qty per Box | Weight[kg] | A[mm] | B[mm] | C[mm] | t1[mm] | t2[mm] | Width | Height[mm] | Round | Round | |
| Min[mm] | Min[mm] | Ø5 | Ø13[mm] | ||||||||||
| BT4-90-B | 3965068 | 21593637 | 25.0 | 0.54 | 90 | 106 | 61 | 3 | 6 | 60 | 90 | 16 | 4 (Ø8.5) |
| BT4-120-B | 3965076 | 42277124 | 25.0 | 0.72 | 120 | 106 | 61 | 3 | 6 | 60 | 152 | 20 | 3 |
| BT4-160-B | 3965084 | 42277143 | 20.0 | 0.95 | 160 | 106 | 61 | 3 | 6 | 60 | 192 | 28 | 4 |
| BT4-200-B | 3965092 | 21593660 | 15.0 | 1.2 | 200 | 106 | 61 | 3 | 6 | 60 | 232 | 36 | 5 |
| BT4-240-B | 3965100 | 21593678 | 15.0 | 1.4 | 240 | 106 | 61 | 3 | 6 | 60 | 272 | 44 | 6 |
HT = Main beam or support
Combined value:
\sum\frac{F_{i,d}} {R_{i,d}}\le1
For angled connections, the resistance must reckon with multiplier.
Wood/wood fastening- Characteristic values in kn
| Reference | Hanger capacity | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Product Capacities[kN] | ||||||||||||||||
| Number of Fasteners | Characteristic capacities - Timber C24[kN] | |||||||||||||||
| Header | Joist | R1,k (2) | R2,k (2) | |||||||||||||
| Qty | Type | Qty | Type | Dowels length[mm] | Dowels length[mm] | |||||||||||
| 60 | 80 | 100 | 120 | 140 | 160 | 60 | 80 | 100 | 120 | 140 | 160 | |||||
| BT4-90-B | 16.0 | CNA4.0x50 | 4.0 | STD8 | 10.8 | 11.8 | 12.9 | 13.7 | 13.7 | 13.7 | 8.1 | 8.9 | 9.7 | 10.3 | 10.3 | 10.3 |
| BT4-120-B | 20.0 | CNA4.0x50 | 3.0 | STD12 | 17.3 | 18.2 | 19.4 | 20.7 | 22.3 | 23.9 | 11.5 | 12.1 | 12.9 | 13.8 | 14.9 | 15.9 |
| BT4-160-B | 28.0 | CNA4.0x50 | 4.0 | STD12 | 28 | 29.5 | 31.2 | 33.3 | 35.7 | 38.2 | 21 | 22.1 | 23.4 | 25 | 26.8 | 28.6 |
| BT4-200-B | 36.0 | CNA4.0x50 | 5.0 | STD12 | 39.8 | 41.9 | 44.3 | 47.2 | 50.4 | 53.9 | 31.8 | 33.5 | 35.4 | 37.8 | 40.3 | 43.1 |
| BT4-240-B | 44.0 | CNA4.0x50 | 6.0 | STD12 | 52.2 | 54.9 | 57.9 | 61.7 | 65.9 | 70.3 | 43.5 | 45.8 | 48.2 | 51.4 | 54.9 | 58.6 |
The joist shall have as minimum a width = length of steel dowel.
For beams with a slope β the capacities shall be multiply with the factor.
| β | 0° | 15° | 30° | 45° |
| factor | 1.0 | 0.95 | 0.9 | 0.85 |
R2,k capacities are 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.
More detailed information are given in the ETA.
Product characteristic capacities - Timber beam to timber beam - R3.k and R4.k
| Reference | Hanger capacity | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Product Capacities[kN] | |||||||||||
| Number of Fasteners | Characteristic capacities - Timber C24[kN] | ||||||||||
| Header | Joist | R4,k[kN] | R3,k | ||||||||
| Qty | Type | Qty | Type | Dowels length[mm] | |||||||
| 60 | 80 | 100 | 120 | 140 | 160 | ||||||
| BT4-90-B | 16.0 | CNA4.0x50 | 4.0 | STD8 | 7.8 | 1.5 | 1.9 | 2.3 | 2.7 | 3.1 | 3.6 |
| BT4-120-B | 20.0 | CNA4.0x50 | 3.0 | STD12 | 9.8 | 2.2 | 2.9 | 3.5 | 4.2 | 4.8 | 5.6 |
| BT4-160-B | 28.0 | CNA4.0x50 | 4.0 | STD12 | 13.7 | 2.9 | 3.6 | 4.4 | 5.3 | 6.2 | 7 |
| BT4-200-B | 36.0 | CNA4.0x50 | 5.0 | STD12 | 17.6 | 3.5 | 4.4 | 5.4 | 6.4 | 7.4 | 8.4 |
| BT4-240-B | 44.0 | CNA4.0x50 | 6.0 | STD12 | 21.6 | 4.2 | 5.3 | 6.4 | 7.4 | 8.6 | 9.8 |
The joist shall have as minimum a width = length of steel dowel.
The capacities R4 are for all length of steel dowel.
Product characteristic capacities - Timber beam to timber post
| Reference | Hanger capacity | Connector Dimensions | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Product characteristic capacities - Timber beam to timber post - partial nailing | Header Dimensions[mm] | ||||||||||||||||
| Number of Fasteners | Product characteristic capacities - Timber C24[kN] | Post Width | |||||||||||||||
| Header | Joist | R₁,ₖ | R2,k | Min[mm] | |||||||||||||
| Qty | Type | Qty | Type | Dowels length[mm] | Dowels length[mm] | ||||||||||||
| 60 | 80 | 100 | 120 | 140 | 160 | 60 | 80 | 100 | 120 | 140 | 160 | ||||||
| BT4-90-B | 8.0 | CNA4.0x50 | 4.0 | STD8 | 9 | 9.9 | 10.9 | 11.6 | 11.6 | 11.6 | 6.8 | 7.4 | 8.2 | 8.7 | 8.7 | 8.7 | 86 |
| BT4-120-B | 12.0 | CNA4.0x50 | 3.0 | STD12 | 14.6 | 15.5 | 16.6 | 17.9 | 19.4 | 20.7 | 9.7 | 10.3 | 11.1 | 11.9 | 12.9 | 13.8 | 86 |
| BT4-160-B | 16.0 | CNA4.0x50 | 4.0 | STD12 | 22.9 | 24.4 | 26 | 27.9 | 30 | 32 | 17.2 | 18.3 | 19.5 | 20.9 | 22.5 | 24 | 86 |
| BT4-200-B | 20.0 | CNA4.0x50 | 5.0 | STD12 | 32 | 34.1 | 36.2 | 38.7 | 41.2 | 43.4 | 25.6 | 27.3 | 29 | 31 | 33 | 34.7 | 86 |
| BT4-240-B | 24.0 | CNA4.0x50 | 6.0 | STD12 | 41.6 | 44.3 | 46.8 | 49.7 | 52.3 | 53.2 | 34.7 | 36.9 | 39 | 41.4 | 43.6 | 44.3 | 86 |
The joist shall have as minimum a width = length of steel dowel.
For beams with a slope β the capacities shall be multiply with the factor.
| β | 0° | 15° | 30° | 45° |
| factor | 1.0 | 0.95 | 0.9 | 0.85 |
The capacities from this table are also valid for partial nailing beam to beam.
R2,k capacities are 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.
More detailed information are given in the ETA.
Product characteristic capacities - Timber beam to timber post - R3.k and R4.k
| Reference | Hanger capacity | Connector Dimensions | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Product characteristic capacities - Timber beam to timber post - partial nailing | Header Dimensions[mm] | |||||||||||
| Number of Fasteners | Product characteristic capacities - Timber C24[kN] | Post Width | ||||||||||
| Header | Joist | R4,k[kN] | R3,k | Min[mm] | ||||||||
| Qty | Type | Qty | Type | Dowels length[mm] | ||||||||
| 60 | 80 | 100 | 120 | 140 | 160 | |||||||
| BT4-90-B | 8.0 | CNA4.0x50 | 4.0 | STD8 | 3.9 | 1.5 | 1.9 | 2.3 | 2.7 | 2.7 | 2.7 | 86 |
| BT4-120-B | 12.0 | CNA4.0x50 | 3.0 | STD12 | 5.9 | 2.2 | 2.9 | 3.5 | 4.2 | 4.8 | 5.6 | 86 |
| BT4-160-B | 16.0 | CNA4.0x50 | 4.0 | STD12 | 7.8 | 2.9 | 3.6 | 4.4 | 5.3 | 6.2 | 7 | 86 |
| BT4-200-B | 20.0 | CNA4.0x50 | 5.0 | STD12 | 9.8 | 3.5 | 4.4 | 5.4 | 6.4 | 7.4 | 8.4 | 86 |
| BT4-240-B | 24.0 | CNA4.0x50 | 6.0 | STD12 | 11.8 | 4.2 | 5.3 | 6.4 | 7.4 | 8.6 | 9.8 | 86 |
The joist shall have as minimum a width = length of steel dowel.
The capacities R4.k are for all length of steel dowel.
Certification
Declaration of Performance (DoP)
European Technical Assessment (ETA)
Environmental Product Declarations (EPD)
CAD and BIM Library
BT4-90-B
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BT4-120-B
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BT4-240-B
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BT4-200-B
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BT4-160-B
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BT4-90-B
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BT4-120-B
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BT4-240-B
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BT4-200-B
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BT4-160-B
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BT4-90-B
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BT4-120-B
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BT4-240-B
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BT4-200-B
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