HVP Verbinder 88322.3000
Long text
Main and secondary beam connection wood to concrete
Main and secondary beam connection wood to concrete with PITZL HVP 88322.3000 according to ETA-15/0187. Connection to secondary beam with 22 screws Heco Topix with a diameter of 5,0 mm and a length of 60 / 80 / 100 mm. Connection to concrete construction is made with 4 pcs. of countersunk concrete anchor. The lift-off protection with 2 pcs. cylinder head screws with a diameter of 5,0 mm and and a length of 20 mm is required. A transverse tension lock is / is not to be provided in the area of the 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 30 / 60 minutes is to be solved by appropriate design measures.
The characteristic load bearing capacity according to timber strength class C24:
F1,Rk = 22,85 / 30,34 / 37,63 kN - Force acting in direction of the secondary beam
F2,Rk = 58,75 / 78,01 / 96,76 kN - Force acting in direction of insertion
F3,Rk = 21,80 kN - Force acting against direction of insertion
F4,Rk = 32,71 kN - Force acting perpendicular to direction of insertion
Mtor,J,Rk = 1,062 kN - Rotation moment in the axis of the secondary beam
The characteristic load bearing capacity according to timber strength class GL24h:
F1,Rk = 24,66 / 32,74 / 40,61 kN - Force acting in direction of the secondary beam
F2,Rk = 63,41 / 84,20 / 104,42 kN - Force acting in direction of insertion
F3,Rk = 22,03 kN - Force acting against direction of insertion
F4,Rk = 34,44 kN - Force acting perpendicular to direction of insertion
Mtor,J,Rk = 1,118 kN - Rotation moment in the axis of the secondary beam
The load-bearing capacity in concrete must be designed separately according to the anchor manufacturer's specifications.
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 1992 and DIN EN 1995 must be fulfilled.
Short text
Main-secondary beam connector HVP 88322.3000; dimension 110 x 220 x 18 mm
Main-secondary beam connector according to ETA-15/0187 made of an aluminum alloy including 22 pcs. Heco Topix Ø 5,0 x 60 / 80 / 100 mm, yellow-galvanized / zinc-nickel, suitable for the following design-relevant loads:
For timber strength class C24
F1,Rk = 22,85 / 30,34 / 37,63 kN - Force acting in direction of the secondary beam
F2,Rk = 58,75 / 78,01 / 96,76 kN - Force acting in direction of insertion
F3,Rk = 21,80 kN - Force acting against direction of insertion
F4,Rk = 32,71 kN - Force acting perpendicular to direction of insertion
Mtor,J,Rk = 1,062 kN - Rotation moment in the axis of the secondary beam
For timber strength class GL24h
F1,Rk = 24,66 / 32,74 / 40,61 kN - Force acting in direction of the secondary beam
F2,Rk = 63,41 / 84,20 / 104,42 kN - Force acting in direction of insertion
F3,Rk = 22,03 kN - Force acting against direction of insertion
F4,Rk = 34,44 kN - Force acting perpendicular to direction of insertion
Mtor,J,Rk = 1,118 kN - Rotation moment in the axis of the secondary beam
The load-bearing capacity in concrete must be designed separately according to the anchor manufacturer's specifications.