HVP Connector 88004.0000

Long text

Main and secondary beam connection wood to wood

Main and secondary beam connection wood to wood with PITZL HVP 88004.0000 according to ETA-15/0187. Der Connection to secondary beam with 3 screws Heco Topix with a diameter of 4,5 mm and a length of 50 / 60 / 80 mm. Connection to main beam with 3 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:
F_1,Rk = 6,01 / 7,23 / 8,00 kN - Force acting in direction of the secondary beam
F_2,Rk = 2,22 / 2,67 / 3,54 kN - Force acting in direction of insertion
F_3,Rk = 0,00 kN - Force acting against direction of insertion
F_4,Rk = 3,75 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 32,54 kN - Rotation moment in the axis of the secondary beam

The characteristic load bearing capacity according to timber strength class GL24h are:
F_1,Rk = 6,49 / 7,80 / 8,00 kN - Force acting in direction of the secondary beam
F_2,Rk = 2,39 / 2,88 / 3,82 kN - Force acting in direction of insertion
F_3,Rk = 0,00 kN - Force acting against direction of insertion
F_4,Rk = 3,94 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 34,13 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.

Short text

Main-secondary beam connector HVP 88004.0000; dimension 25 x 40 x 12 mm

Main-secondary beam connector according to ETA-15/0187 made of an aluminum alloy including 6 pcs. Heco Topix Ø 4,5 x 50 / 60 / 80 mm, yellow-galvanized / zinc-nickel, suitable for the following design-relevant loads:

For timber strength class C24:
F_1,Rk = 6,01 / 7,23 / 8,00 kN - Force acting in direction of the secondary beam
F_2,Rk = 2,22 / 2,67 / 3,54 kN - Force acting in direction of insertion
F_3,Rk = 0,00 kN - Force acting against direction of insertion
F_4,Rk = 3,75 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 32,54 kN - Rotation moment in the axis of the secondary beam

For timber strength class GL24h:
F_1,Rk = 6,49 / 7,80 / 8,00 kN - Force acting in direction of the secondary beam
F_2,Rk = 2,39 / 2,88 / 3,82 kN - Force acting in direction of insertion
F_3,Rk = 0,00 kN - Force acting against direction of insertion
F_4,Rk = 3,94 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 34,13 kN - Rotation moment in the axis of the secondary beam