Aluminium/Timber Connector for Main/Secondary Beam Joints
This aluminium/timber connector is designed for use in timber structures that are classified as service class 1 or 2, which are protected from direct weathering. The part number for this connector is 88008.0000.
Technical Specifications
Art-Nr. | Dimensions (w x h x d) (mm) | Number of Screws | Screw Size | Minimum Timber Section with Screws (Ø 4,5 x 50) (mm) | Characteristic Load Capacity (Ø 4,5 x 50) | Characteristic Load Capacity (Ø 4,5 x 80) | Packing Unit | CE |
---|---|---|---|---|---|---|---|---|
88008.0000 | 25 x 80 x 12 | 10 | Ø 4,5 x 50 - 80 | Header: 60 x 90, Joist: 45 x 90 | 7.32 | 11.46 | 20 | Yes |
*Further static values can be found in our static logbook or the ETA 15/0187.
Main and Secondary Beam Connection Wood to Wood
PITZL HVP 88008.0000
The connection to the secondary beam is made with 5 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm. The connection to the main beam is made with 5 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm.
A transverse tension lock is not required in the area of the main/secondary beam. The main beam may or may not be torsionally fixed or sufficiently held. The serviceability must be proven by the stiffness characteristics. A fire resistance time of 60 minutes is to be solved by appropriate design measures.
Main and secondary beam connection wood to wood with PITZL HVP 88008.0000 according to ETA-15/0187. Der Connection to secondary beam with 5 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm. Connection to main beam with 5 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm. A transverse tension lock is / is not to be provided in the area of the main / secondary beam. The main beam is / is not torsional fixed or sufficiently held. The serviceability has to be proven by the stiffness characteristics. A fire resistance time of 60 minutes is to be solved by appropriate design measures.
The characteristic load bearing capacity according to timber strength class C24 are:
F1,Rk = 6,01 / 7,23 / 9,59 kN - Force acting in direction of the secondary beam
F2,Rk = 6,65 / 8,00 / 10,62 kN - Force acting in direction of insertion
F3,Rk = 0,00 kN - Force acting against direction of insertion
F4,Rk = 6,26 kN - Force acting perpendicular to direction of insertion
Mtor,J,Rk = 108,88 kN - Rotation moment in the axis of the secondary beam
The characteristic load bearing capacity according to timber strength class GL24h are:
F1,Rk = 6,49 / 7,80 / 10,35 kN - Force acting in direction of the secondary beam
F2,Rk = 7,18 / 8,63 / 11,46 kN - Force acting in direction of insertion
F3,Rk = 0,00 kN - Force acting against direction of insertion
F4,Rk = 6,56 kN - Force acting perpendicular to direction of insertion
Mtor,J,Rk = 114,20 kN - Rotation moment in the axis of the secondary beam
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. Basically, the requirements of DIN EN 1995 must be fulfilled.
Main and secondary beam connection wood to wood with PITZL HVP 88006.0000 according to ETA-15/0187. Der Connection to secondary beam with 4 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm. Connection to main beam with 4 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm. A transverse tension lock is / is not to be provided in the area of the main / secondary beam. The main beam is / is not torsional fixed or sufficiently held. The serviceability has to be proven by the stiffness characteristics. A fire resistance time of 60 minutes is to be solved by appropriate design measures.
The characteristic load bearing capacity according to timber strength class C24 are:
F1,Rk = 6,01 / 7,23 / 9,59 kN - Force acting in direction of the secondary beam
F2,Rk = 4,43 / 5,33 / 7,08 kN - Force acting in direction of insertion
F3,Rk = 0,00 kN - Force acting against direction of insertion
F4,Rk = 5,01 kN - Force acting perpendicular to direction of insertion
Mtor,J,Rk = 65,08 kN - Rotation moment in the axis of the secondary beam
The characteristic load bearing capacity according to timber strength class GL24h are:
F1,Rk = 6,49 / 7,80 / 10,35 kN - Force acting in direction of the secondary beam
F2,Rk = 4,79 / 5,75 / 7,64 kN - Force acting in direction of insertion
F3,Rk = 0,00 kN - Force acting against direction of insertion
F4,Rk = 5,25 kN - Force acting perpendicular to direction of insertion
Mtor,J,Rk = 68,26 kN - Rotation moment in the axis of the secondary beam
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. Basically, the requirements of DIN EN 1995 must be fulfilled.