BTC

Concealed Beam Hanger

They are designed for concealed connetions  between timber members and concrete. The number of dowels and anchors can be chosen free, depending on the applicated load. BTC concealed beam hangers are approved to take load in all 3 directions. Therefore beam connections with a roof pitch can also be build in a easy and safety way.

Marquage CE
ETE
Classe service 2
Acier électrozingué 20µm
Feu R 60

Dettagli del prodotto

Immagini

Caratteristiche

Matière

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

Avantages

  • 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

Applicazione

Support

Supporting member:

concrete, steel

Supported member:

solid wood, engineered wood

Domaines d'utilisation

  • The beam hangers serve as concealed connections of joists to the main beams or columns.
  • connections with slopes up to 45 ° can be performed.

Dati tecnici

Dimensioni

Product dimensions

Table "Product dimensions" cannot be displayed : no references available.

Product characteristic capacities - Timber beam to rigid support

Table "Product characteristic capacities - Timber beam to rigid support" cannot be displayed : no references available.

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

Table "Product characteristic capacities - Timber beam to rigid support - R3.k and R4.k" cannot be displayed : no references available.

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 values - Timber to timber - R1,k and R2,k

Table "Product characteristic values - Timber to timber - R1,k and R2,k" cannot be displayed : no references available.

For load combination:

\sum\left(\frac{F_{i,d}} {R_{i,d}}\right)^2\le1

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.

 

Product characteristic capacities - Timber to timber - R3.k and R4.k

Table "Product characteristic capacities - Timber to timber - R3.k and R4.k" cannot be displayed : no references available.

Installazione

Installazione

Fixations

The following fasteners need to be used:

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

Certificati di idoneità

Media - Product File: DoP

Media - Product File: ETA

Pacchetti ZIP

Acquista dal distributore

Nessun articolo disponibile.

Contact

Simpson Strong-Tie Italy

Simpson Strong-Tie Italy

c/o Friulsider SPA
Via Trieste, 1
33048 San Giovanni al Natisone UD
Italia