PITZL Connections | HVP Concealed Beam Connections 25mm x 40mm x 12mm
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PITZL Connections | HVP Concealed Beam Connections 25mm x 40mm x 12mm
PITZL Connections | HVP Concealed Beam Connections 25mm x 40mm x 12mm
Creating a main and secondary beam connection from wood to wood
Establishing a main and secondary beam connection with PITZL HVP 88004.0000 in accordance with ETA-15/0187. The connection to the wooden secondary support is made using 3 pieces of Heco Topix with a diameter of 4.5 mm and a length of 50 / 60 / 80 mm. The connection to the wooden main beam is made using 3 pieces of Heco Topix with a diameter of 4.5 mm and a length of 50 / 60 / 80 mm. Transverse tension protection is/is not to be provided in the area of the main beam/secondary beam. The main beam is/is not torsionally rigid or adequately held. The suitability for use must be proven using the stiffness parameters. A fire resistance time of 60 minutes must be achieved using suitable design measures.
PURPOSE
Timber Structure Engineering
Main and Secondary Beam Connection
Wood to Wood Solutions
SUITABILITY
Cross Laminated Timber CLT
Glue Laminated Timber GLT
Solid Timber
SUMMARY
Item No. 88004.0000
Dimensions W x H x D (mm) 25x40x12
Number of Screws 6
Screw Size Ø 4.5 x 50 - 80
Main Beam Min. Wood Dimensions 60x50
Secondary Beam Min. Wood Dimensions 45x50
Packaged Unit Quantity 20
TECHNICAL Grade C24
F 1,Rk = 6.01 / 7.23 / 8.00 kN - force perpendicular to the connector plane
F 2,Rk = 2.22 / 2.67 / 3.54 kN - force in the insertion direction
F 3, Rk = 0.00 kN - force against the direction of insertion (lift)
F 4,Rk = 3.75 kN - force perpendicular to the direction of insertion
M tor,Rk = 32.54 Nm - torsional moment around the longitudinal axis of the secondary beam
TECHNICAL Grade GL24h
F 1,Rk = 6.49 / 7.80 / 8.00 kN - force perpendicular to the connector plane
F 2,Rk = 2.39 / 2.88 / 3.82 kN - force in the insertion direction
F 3, Rk = 0.00 kN - force against the direction of insertion (lift)
F 4,Rk = 3.94 kN - force perpendicular to the direction of insertion
M tor,Rk = 34.13 Nm - torsional moment around the longitudinal axis of the secondary beam
DISCLAIMER
The number and arrangement of the connectors as well as the installation and assembly must be taken from the specifications in accordance with ETA-15/0187 and must be adhered to. In principle, the requirements of DIN EN 1995 apply.
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