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. 88318.2000

Dimensions W x H x D (mm) 160 x 180 x 12

Number of Screws 64

Screw Size Ø 5 x 60 - 100

Main Beam Min. Wood Dimensions 70 x 200

Secondary Beam Min. Wood Dimensions 180 x 200

Packaged Unit Quantity 4

TECHNICAL Grade C24

F 1,Rk =  30,47 / 36,00 / 36,00 kN - Force acting in direction of the secondary beam

F 2,Rk =  88,13 / 117,02 / 145,13 kN - Force acting in direction of insertion

F 3, Rk =  21,80 kN - Force acting against direction of insertion

F 4,Rk = 47,58 kN - Force acting perpendicular to direction of insertion

M tor,Rk =  1638,55 Nm - Rotation moment in the axis of the secondary beam

TECHNICAL Grade GL24h

F 1,Rk =  32,88 / 36,00 / 36,00 kN - Force acting in direction of the secondary beam

F 2,Rk =  95,11 / 126,29 / 156,63 kN - Force acting in direction of insertion

F 3, Rk =  21,80 kN - Force acting against direction of insertion

F 4,Rk = 49,90 kN - Force acting perpendicular to direction of insertion

M tor,Rk =  1718,53 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.