BTC

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.

CE Marking
ETA
Service class 2
Electrogalvanized steel 20 µm
Fire resistance R 60

Product Details

Images

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

Dimensions

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-B1601201319636240315
BTC160-B2001601319636440-80415
BTC200-B2402001319636440-120512
BTC240-B2802401319636440-160610
BTC280-B3202801319636640-100-10078
BTC320-B3603201319636640-120-12086
BTC360-B4003601319636640-140-14096
BTC400-B4404001319636840-120-120-80106
BTC440-B4804401319636840-120-120-120115
BTC480-B5204801319636840-120-120-160125
BTC520-B5605201319636840-160-160-120134
BTC560-B6005601319636840-160-160-160144
BTC600-B6406001319636840-160-160-200154

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-B2Ø 123STD1211.512.714.215.817.217.27.78.59.510.511.511.5
BTC160-B4Ø 124STD1218.520.422.825.327.827.813.915.317.11920.920.9
BTC200-B4Ø 125STD1226.729.432.736.440.340.321.423.526.229.132.232.2
BTC240-B4Ø 126STD1235.839.443.848.653.854.329.832.836.540.544.845.3
BTC280-B6Ø 127STD1245.650.155.661.768.369.439.142.947.752.958.559.5
BTC320-B6Ø 128STD125661.468.175.583.485.54953.759.666.17374.8
BTC360-B6Ø 129STD1266.873.180.989.699102.259.46571.979.68890.8
BTC400-B8Ø 1210STD1277.985.194104.1114.8119.570.176.684.693.7103.3107.6
BTC440-B8Ø 1211STD128997.2107.3118.7130.9133.38188.497.5107.9119121.2
BTC480-B8Ø 1212STD12100.5109.5120.7133.414714792.1100.4110.6122.3134.8134.8
BTC520-B8Ø 1212STD12100.5109.5120.7133.4147147100.5109.5120.7133.4147147
BTC560-B8Ø 1212STD12100.5109.5120.7133.4147147100.5109.5120.7133.4147147
BTC600-B8Ø 1212STD12100.5109.5120.7133.4147147100.5109.5120.7133.4147147

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] Number of Fasteners Product Characteristic Capacities - Timber C24 [kN]
Header Joist R3,k Header Joist R4,k
Qty Type Qty Type Dowels length [mm] Qty Type Qty Type
60 80 100 120 140 160 180
BTC120-B2Ø 123STD122.62.93.544.55.25.32Ø 123STD126,7/kmod
BTC160-B4Ø 124STD123.23.94.455.96.574Ø 124STD1213,4/kmod
BTC200-B4Ø 125STD1244.95.56.37.27.88.84Ø 125STD1213,4/kmod
BTC240-B4Ø 126STD124.85.76.67.58.49.110.44Ø 126STD1213,4/kmod
BTC280-B6Ø 127STD125.66.57.68.79.610.411.96Ø 127STD1220,1/kmod
BTC320-B6Ø 128STD126.47.38.69.710.811.813.46Ø 128STD1220,1/kmod
BTC360-B6Ø 129STD127.28.19.510.81213.214.96Ø 129STD1220,1/kmod
BTC400-B8Ø 1210STD1288.910.511.913.214.716.48Ø 1210STD1226,8/kmod
BTC440-B8Ø 1211STD128.89.711.41314.416.117.88Ø 1211STD1226,8/kmod
BTC480-B8Ø 1212STD129.610.612.414.115.617.619.38Ø 1212STD1226,8/kmod
BTC520-B8Ø 1212STD1210.411.413.315.116.819.120.88Ø 1212STD1226,8/kmod
BTC560-B8Ø 1212STD1211.212.314.316.21820.522.38Ø 1212STD1226,8/kmod
BTC600-B8Ø 1212STD121213.215.217.319.22223.88Ø 1212STD1226,8/kmod

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.

Installation

Installation

Fixing

The following fasteners need to be used:

  • steel dowels Ø12 mm, length acc. width of the joist
  • bolts M12 acc. static requirements

Certification

Declaration of Performance (DoP)

European Technical Assessment (ETA)

CAD and BIM Library

2D
3D

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Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Etanco P.S.A.

ul. Karczunkowska 42
02-871 Warszawa
Poland