Concealed Beam Hanger
The BTC is designed for concealed connections between timber joists/beam and the concrete structure. The number of dowels and anchors can be chosen, depending on the applied load. BTC concealed beam hangers are approved to take load in all 3 directions. Therefore beam connections with a roof pitch can also be built in an easy and safe way.
Product Details
Features
Material
Steel:
S 250 GD +Z 275 acc. EN 10326
Corrosion protection:
275 g/m2 on both sides - correspond to a zinc layer of approx. 20 μm
Benefits
- The variety of connection options are given in the ETA 07/0245, here you will find also information of:
- densities > 350kg/m³
- different slopes
- connections of concrete
Application
Suitable On
Supporting member:
concrete, steel
Supported member:
solid wood, engineered wood
Scope
- The beam hangers serve as concealed connections of joists to the main beams or columns.
- connections with slopes up to 45 ° can be performed.
Technical Data
Product Dimensions
References | Joist Size [mm] | Product Dimensions [mm] | Header holes | Joist holes | Box Quantity | |||||
---|---|---|---|---|---|---|---|---|---|---|
Height | A | B | C | t1 | t2 | Ø14 | 40-A1-A2-A3 [mm] | Ø13 | ||
Min | ||||||||||
BTC120-B | 160 | 120 | 131 | 96 | 3 | 6 | 2 | 40 | 3 | 15 |
BTC160-B | 200 | 160 | 131 | 96 | 3 | 6 | 4 | 40-80 | 4 | 15 |
BTC200-B | 240 | 200 | 131 | 96 | 3 | 6 | 4 | 40-120 | 5 | 12 |
BTC240-B | 280 | 240 | 131 | 96 | 3 | 6 | 4 | 40-160 | 6 | 10 |
BTC280-B | 320 | 280 | 131 | 96 | 3 | 6 | 6 | 40-100-100 | 7 | 8 |
BTC320-B | 360 | 320 | 131 | 96 | 3 | 6 | 6 | 40-120-120 | 8 | 6 |
BTC360-B | 400 | 360 | 131 | 96 | 3 | 6 | 6 | 40-140-140 | 9 | 6 |
BTC400-B | 440 | 400 | 131 | 96 | 3 | 6 | 8 | 40-120-120-80 | 10 | 6 |
BTC440-B | 480 | 440 | 131 | 96 | 3 | 6 | 8 | 40-120-120-120 | 11 | 5 |
BTC480-B | 520 | 480 | 131 | 96 | 3 | 6 | 8 | 40-120-120-160 | 12 | 5 |
BTC520-B | 560 | 520 | 131 | 96 | 3 | 6 | 8 | 40-160-160-120 | 13 | 4 |
BTC560-B | 600 | 560 | 131 | 96 | 3 | 6 | 8 | 40-160-160-160 | 14 | 4 |
BTC600-B | 640 | 600 | 131 | 96 | 3 | 6 | 8 | 40-160-160-200 | 15 | 4 |
Wood/rigid substrate fastening - Characteristic values in kN
References | Number of Fasteners | Product characteristic capacities - Timber C24 [kN] | ||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Header | Joist | R1,k | R2,k | |||||||||||||
Qty | Type | Qty | Type | Dowels length [mm] | Dowels length [mm] | |||||||||||
80 | 100 | 120 | 140 | 160 | 180 | 80 | 100 | 120 | 140 | 160 | 180 | |||||
BTC120-B | 2 | Ø 12 | 3 | STD12 | 11.5 | 12.7 | 14.2 | 15.8 | 17.2 | 17.2 | 7.7 | 8.5 | 9.5 | 10.5 | 11.5 | 11.5 |
BTC160-B | 4 | Ø 12 | 4 | STD12 | 18.5 | 20.4 | 22.8 | 25.3 | 27.8 | 27.8 | 13.9 | 15.3 | 17.1 | 19 | 20.9 | 20.9 |
BTC200-B | 4 | Ø 12 | 5 | STD12 | 26.7 | 29.4 | 32.7 | 36.4 | 40.3 | 40.3 | 21.4 | 23.5 | 26.2 | 29.1 | 32.2 | 32.2 |
BTC240-B | 4 | Ø 12 | 6 | STD12 | 35.8 | 39.4 | 43.8 | 48.6 | 53.8 | 54.3 | 29.8 | 32.8 | 36.5 | 40.5 | 44.8 | 45.3 |
BTC280-B | 6 | Ø 12 | 7 | STD12 | 45.6 | 50.1 | 55.6 | 61.7 | 68.3 | 69.4 | 39.1 | 42.9 | 47.7 | 52.9 | 58.5 | 59.5 |
BTC320-B | 6 | Ø 12 | 8 | STD12 | 56 | 61.4 | 68.1 | 75.5 | 83.4 | 85.5 | 49 | 53.7 | 59.6 | 66.1 | 73 | 74.8 |
BTC360-B | 6 | Ø 12 | 9 | STD12 | 66.8 | 73.1 | 80.9 | 89.6 | 99 | 102.2 | 59.4 | 65 | 71.9 | 79.6 | 88 | 90.8 |
BTC400-B | 8 | Ø 12 | 10 | STD12 | 77.9 | 85.1 | 94 | 104.1 | 114.8 | 119.5 | 70.1 | 76.6 | 84.6 | 93.7 | 103.3 | 107.6 |
BTC440-B | 8 | Ø 12 | 11 | STD12 | 89 | 97.2 | 107.3 | 118.7 | 130.9 | 133.3 | 81 | 88.4 | 97.5 | 107.9 | 119 | 121.2 |
BTC480-B | 8 | Ø 12 | 12 | STD12 | 100.5 | 109.5 | 120.7 | 133.4 | 147 | 147 | 92.1 | 100.4 | 110.6 | 122.3 | 134.8 | 134.8 |
BTC520-B | 8 | Ø 12 | 12 | STD12 | 100.5 | 109.5 | 120.7 | 133.4 | 147 | 147 | 100.5 | 109.5 | 120.7 | 133.4 | 147 | 147 |
BTC560-B | 8 | Ø 12 | 12 | STD12 | 100.5 | 109.5 | 120.7 | 133.4 | 147 | 147 | 100.5 | 109.5 | 120.7 | 133.4 | 147 | 147 |
BTC600-B | 8 | Ø 12 | 12 | STD12 | 100.5 | 109.5 | 120.7 | 133.4 | 147 | 147 | 100.5 | 109.5 | 120.7 | 133.4 | 147 | 147 |
For load combination:
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.
The anchors resistance and their number have to be checked according to the ETA and the type of header. The number of anchors given in the table is the maximum. If their resistance is decisive, it is the resistance to consider for the connection.
Product characteristic capacities - Timber beam to rigid support - R3.k and R4.k
References | Number of Fasteners | Product characteristic capacities - Timber C24 [kN] | Simplified Characteristic Capacities - C24 | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Header | Joist | R3,k | R4,k [kN] | ||||||||
Qty | Type | Qty | Type | Dowels length [mm] | |||||||
80 | 100 | 120 | 140 | 160 | 180 | ||||||
BTC120-B | 2 | Ø 12 | 3 | STD12 | 2.9 | 3.5 | 4 | 4.5 | 5.2 | 5.3 | 6.1 |
BTC160-B | 4 | Ø 12 | 4 | STD12 | 3.9 | 4.4 | 5 | 5.9 | 6.5 | 7 | 12.2 |
BTC200-B | 4 | Ø 12 | 5 | STD12 | 4.9 | 5.5 | 6.3 | 7.2 | 7.8 | 8.8 | 12.2 |
BTC240-B | 4 | Ø 12 | 6 | STD12 | 5.7 | 6.6 | 7.5 | 8.4 | 9.1 | 10.4 | 12.2 |
BTC280-B | 6 | Ø 12 | 7 | STD12 | 6.5 | 7.6 | 8.7 | 9.6 | 10.4 | 11.9 | 18.3 |
BTC320-B | 6 | Ø 12 | 8 | STD12 | 7.3 | 8.6 | 9.7 | 10.8 | 11.8 | 13.4 | 18.3 |
BTC360-B | 6 | Ø 12 | 9 | STD12 | 8.1 | 9.5 | 10.8 | 12 | 13.2 | 14.9 | 18.3 |
BTC400-B | 8 | Ø 12 | 10 | STD12 | 8.9 | 10.5 | 11.9 | 13.2 | 14.7 | 16.4 | 24.4 |
BTC440-B | 8 | Ø 12 | 11 | STD12 | 9.7 | 11.4 | 13 | 14.4 | 16.1 | 17.8 | 24.4 |
BTC480-B | 8 | Ø 12 | 12 | STD12 | 10.6 | 12.4 | 14.1 | 15.6 | 17.6 | 19.3 | 24.4 |
BTC520-B | 8 | Ø 12 | 12 | STD12 | 11.4 | 13.3 | 15.1 | 16.8 | 19.1 | 20.8 | 24.4 |
BTC560-B | 8 | Ø 12 | 12 | STD12 | 12.3 | 14.3 | 16.2 | 18 | 20.5 | 22.3 | 24.4 |
BTC600-B | 8 | Ø 12 | 12 | STD12 | 13.2 | 15.2 | 17.3 | 19.2 | 22 | 23.8 | 24.4 |
The anchors resistance and their number have to be checked according to the ETA and the type of header. The number of anchors given in the table is the maximum. If their resistance is decisive, it is the resistance to consider for the connection.