PITZL Connections | DOUBLE Concealed Beam Connections 120mm x 140mm x 12mm
The PITZL DOUBLE Concealed Connections are engineered for creating secure main & secondary beam connections in timber structures. Suitable for various timber types, including Cross Laminated Timber (CLT), Glue Laminated Timber (GLT) & Solid Timber.
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Description
Creating a main and secondary beam connection from wood to wood
Main-secondary beam connector according to ETA-15/0187 made of an aluminum alloy including 44 pcs. Heco Topix Ø 5,0 x 60 / 80 / 100 mm, yellow-galvanized / zinc-nickel, suitable for the following design-relevant loads:
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. 88214.2000
Dimensions W x H x D (mm) 120 x 140 x 12
Number of Screws 44
Screw Size Ø 5 x 60 - 100
Main Beam Min. Wood Dimensions 70 x 160
Secondary Beam Min. Wood Dimensions 140 x 160
Packaged Unit Quantity 4
TECHNICAL Grade C24
F 1,Rk = 22,85 / 28,00 / 28,00 kN - Force acting in direction of the secondary beam
F 2,Rk = 58,75 / 78,01 / 96,76 kN - Force acting in direction of insertion
F 3, Rk = 21,80 kN - Force acting against direction of insertion
F 4,Rk = 32,71 kN - Force acting perpendicular to direction of insertion
M tor,Rk = 1055,69 Nm - Rotation moment in the axis of the secondary beam
TECHNICAL Grade GL24h
F 1,Rk = 24,66 / 28,00 / 28,00 kN - Force acting in direction of the secondary beam
F 2,Rk = 63,41 / 84,20 / 104,42 kN - Force acting in direction of insertion
F 3, Rk = 21,80 kN - Force acting against direction of insertion
F 4,Rk = 34,31 kN - Force acting perpendicular to direction of insertion
M tor,Rk = 1100,22 Nm - Rotation moment in the 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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