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BT4

Concealed joist hanger BT4

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

CE Marking
CE Marking
ETA
ETA
Electrogalvanized steel Z275
Electrogalvanized steel Z275
Fire resistance R 60
Fire resistance R 60
Service class 2
Service class 2
EPD
EPD

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

Dimensions

ReferenceConnector Dimensions
OtherProduct Dimensions[mm]Joist Size[mm]Header holes[mm]Joist Holes[mm]
Tun / DB nr.NOB nr.Qty per BoxWeight[kg]A[mm]B[mm]C[mm]t1[mm]t2[mm]WidthHeight[mm]RoundRound
Min[mm]Min[mm]Ø5Ø13[mm]
BT4-90-B39650682159363725.00.549010661366090164 (Ø8.5)
BT4-120-B39650764227712425.00.72120106613660152203
BT4-160-B39650844227714320.00.95160106613660192284
BT4-200-B39650922159366015.01.2200106613660232365
BT4-240-B39651002159367815.01.4240106613660272446

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

ReferenceHanger capacity
Product Capacities[kN]
Number of FastenersCharacteristic capacities - Timber C24[kN]
HeaderJoistR1,k (2)R2,k (2)
QtyTypeQtyTypeDowels length[mm]Dowels length[mm]
60801001201401606080100120140160
BT4-90-B16.0CNA4.0x504.0STD810.811.812.913.713.713.78.18.99.710.310.310.3
BT4-120-B20.0CNA4.0x503.0STD1217.318.219.420.722.323.911.512.112.913.814.915.9
BT4-160-B28.0CNA4.0x504.0STD122829.531.233.335.738.22122.123.42526.828.6
BT4-200-B36.0CNA4.0x505.0STD1239.841.944.347.250.453.931.833.535.437.840.343.1
BT4-240-B44.0CNA4.0x506.0STD1252.254.957.961.765.970.343.545.848.251.454.958.6

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

ReferenceHanger capacity
Product Capacities[kN]
Number of FastenersCharacteristic capacities - Timber C24[kN]
HeaderJoistR4,k[kN]R3,k
QtyTypeQtyTypeDowels length[mm]
6080100120140160
BT4-90-B16.0CNA4.0x504.0STD87.81.51.92.32.73.13.6
BT4-120-B20.0CNA4.0x503.0STD129.82.22.93.54.24.85.6
BT4-160-B28.0CNA4.0x504.0STD1213.72.93.64.45.36.27
BT4-200-B36.0CNA4.0x505.0STD1217.63.54.45.46.47.48.4
BT4-240-B44.0CNA4.0x506.0STD1221.64.25.36.47.48.69.8

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

ReferenceHanger capacityConnector Dimensions
Product characteristic capacities - Timber beam to timber post - partial nailingHeader Dimensions[mm]
Number of FastenersProduct characteristic capacities - Timber C24[kN]Post Width
HeaderJoistR₁,ₖR2,kMin[mm]
QtyTypeQtyTypeDowels length[mm]Dowels length[mm]
60801001201401606080100120140160
BT4-90-B8.0CNA4.0x504.0STD899.910.911.611.611.66.87.48.28.78.78.786
BT4-120-B12.0CNA4.0x503.0STD1214.615.516.617.919.420.79.710.311.111.912.913.886
BT4-160-B16.0CNA4.0x504.0STD1222.924.42627.9303217.218.319.520.922.52486
BT4-200-B20.0CNA4.0x505.0STD123234.136.238.741.243.425.627.329313334.786
BT4-240-B24.0CNA4.0x506.0STD1241.644.346.849.752.353.234.736.93941.443.644.386

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

ReferenceHanger capacityConnector Dimensions
Product characteristic capacities - Timber beam to timber post - partial nailingHeader Dimensions[mm]
Number of FastenersProduct characteristic capacities - Timber C24[kN]Post Width
HeaderJoistR4,k[kN]R3,kMin[mm]
QtyTypeQtyTypeDowels length[mm]
6080100120140160
BT4-90-B8.0CNA4.0x504.0STD83.91.51.92.32.72.72.786
BT4-120-B12.0CNA4.0x503.0STD125.92.22.93.54.24.85.686
BT4-160-B16.0CNA4.0x504.0STD127.82.93.64.45.36.2786
BT4-200-B20.0CNA4.0x505.0STD129.83.54.45.46.47.48.486
BT4-240-B24.0CNA4.0x506.0STD1211.84.25.36.47.48.69.886

The joist shall have as minimum a width = length of steel dowel.

The capacities R4.k are for all length of steel dowel.

Installation

Installation

Fasteners

• CNA4,0 × L Nails
• Or CSA5,0 x L screws and dowels Ø12mm

Certification

Declaration of Performance (DoP)

Show history

European Technical Assessment (ETA)

Show history

Environmental Product Declarations (EPD)

CAD and BIM Library

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Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Etanco P.S.A.

ul. Karczunkowska 42
02-871 Warszawa
Poland