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Concealed joist hanger BT

The beam hanger are used as concealed connections of secondary beams on main beams or on posts.

CE Marking
CE Marking
ETA
ETA
Service class 2
Service class 2
Fire resistance R 60
Fire resistance R 60
Electrogalvanized steel Z275
Electrogalvanized steel Z275
EPD
EPD
Available in Connector Selector
Available in Connector Selector
BT_SSTBP_homepage_DK_da

Product Details

Images

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

  • Connections with inclinations up to 45 ° can be executed.
  • The mounting slot allows a safe and convenient hanging of the secondary beam.
  • With this type of mounting, additional supports are no longer required.
  • Fire protection according to DIN 4102.

Application

Applicatons

Supporting member:
Solid wood, engineered wood

Supported member:
Solid wood, engineered wood

When to Use

• 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
Joist Size[mm]Product Dimensions[mm]Header holes[mm]Joist Holes[mm]Other
WidthHeight[mm]A[mm]B[mm]C[mm]t1[mm]t2[mm]RoundRound Qty per BoxWeight[kg]
Min[mm]Min[mm]Ø5Ø13[mm]
BT280-B60312280106623652710.01.8
BT320-B60352320106623660810.02
BT360-B6039236010662366898.02.3
BT440-B60472440106623684116.02.8
BT480-B60512480106623692126.03
BT560-B605925601066236108145.03.5
BT600-B606326001066236116155.03.8

Combined load:

\sum\frac{F_{i,d}} {R_{i,d}}\le1

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
BT280-B52.0CNA4.0x507.0STD1264.66871.776.481.787.255.458.361.565.57074.7
BT320-B60.0CNA4.0x508.0STD12778185.591.297.5104.167.470.974.879.885.391.1
BT360-B68.0CNA4.0x509.0STD1289.193.899105.8113.3121.179.283.48894100.7107.6
BT440-B84.0CNA4.0x5011.0STD12112.1118125.2134.4144.4154.7101.9107.3113.8122.2131.3140.6
BT480-B92.0CNA4.0x5012.0STD12122.8129.3137.7148.2159.7171.3112.6118.5126.2135.8146.4157
BT560-B108.0CNA4.0x5012.0STD12122.8129.3138.4150.7164.9179.1122.8129.3138.4150.7164.9179.1
BT600-B116.0CNA4.0x5012.0STD12122.8129.3138.4150.7164.9180.4122.8129.3138.4150.7164.9180.4

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
BT280-B52.0CNA4.0x507.0STD1222.84.86.17.38.59.911.3
BT320-B60.0CNA4.0x508.0STD1226.25.56.88.39.711.112.9
BT360-B68.0CNA4.0x509.0STD1229.66.17.69.210.912.414.4
BT440-B84.0CNA4.0x5011.0STD1236.57.39.11113.215.217.2
BT480-B92.0CNA4.0x5012.0STD1239.97.99.811.914.316.618.7
BT560-B108.0CNA4.0x5012.0STD1246.79.211.313.816.519.121.5
BT600-B116.0CNA4.0x5012.0STD1250.19.812.114.717.620.423

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
BT280-B28.0CNA4.0x507.0STD125254.757.560.5626244.646.949.351.953.153.196
BT320-B32.0CNA4.0x508.0STD1261.865.168.170.770.970.954.15759.661.9626296
BT360-B36.0CNA4.0x509.0STD1271.775.578.579.879.879.863.767.169.870.970.970.996
BT440-B44.0CNA4.0x5011.0STD129195.897.597.597.597.582.787.188.688.688.688.696
BT480-B48.0CNA4.0x5012.0STD12100.3105.6106.4106.4106.4106.491.996.897.597.597.597.596
BT560-B56.0CNA4.0x5012.0STD12109.9115.7120.3124124.1124.1109.9115.7120.3124124.1124.196
BT600-B60.0CNA4.0x5012.0STD12113.8119.8125130.5133133113.8119.8125130.513313396

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
BT280-B28.0CNA4.0x507.0STD1213.74.55.66.77.78.910.196
BT320-B32.0CNA4.0x508.0STD1215.75.26.47.78.810.211.596
BT360-B36.0CNA4.0x509.0STD1217.65.87.28.69.911.512.996
BT440-B44.0CNA4.0x5011.0STD1221.67.18.810.512.11415.896
BT480-B48.0CNA4.0x5012.0STD1223.57.79.511.513.215.317.296
BT560-B56.0CNA4.0x5012.0STD1227.4911.113.415.417.820.196
BT600-B60.0CNA4.0x5012.0STD1229.49.711.914.416.519.121.596

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

  • CNA4,0xl threaded nails
  • or CSA5,0xl screws and rod dowels ∅12mm

Certification

Declaration of Performance (DoP)

Show history

European Technical Assessment (ETA)

Show history

Environmental Product Declarations (EPD)

CAD and BIM Library

3D
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ZIP Packages

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Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Etanco P.S.A.

ul. Karczunkowska 42
02-871 Warszawa
Poland