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. 88006.0000

Dimensions W x H x D (mm) 25 x 60 x 12

Number of Screws 8

Screw Size Ø 4.5 x 50 - 80

Main Beam Min. Wood Dimensions 60 x 70

Secondary Beam Min. Wood Dimensions 45 x 70

Packaged Unit Quantity 20

TECHNICAL Grade C24

F 1,Rk =  6,01 / 7,23 / 9,59 kN - Force acting in direction of the secondary beam

F 2,Rk =  4,43 / 5,33 / 7,08 kN - Force acting in direction of insertion

F 3, Rk =  0.00 kN - force against the direction of insertion (lift)

F 4,Rk = 5,01 kN - Force acting perpendicular to direction of insertion

M tor,Rk =  65,08 kN - Rotation moment in the axis of the secondary beam

TECHNICAL Grade GL24h

F 1,Rk =  6,49 / 7,80 / 10,35 kN - Force acting in direction of the secondary beam

F 2,Rk =  4,79 / 5,75 / 7,64 kN - Force acting in direction of insertion

F 3, Rk =  0.00 kN - force against the direction of insertion (lift)

F 4,Rk = 5,25 kN - Force acting perpendicular to direction of insertion

M tor,Rk =  68,26 kN - 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.