HVP Verbinder 88430.3000

Long text

Main and secondary beam connection wood to concrete

Main and secondary beam connection wood to concrete with PITZL HVP 88430.3000 according to ETA-15/0187. Connection to secondary beam with 12 screws Heco Topix with a diameter of 8,0 mm and a length of 160 / 180 / 200 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 6,0 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:
F_1,Rk = 48,32 / 54,09 / 59,78 kN - Force acting in direction of the secondary beam
F_2,Rk = 93,19 / 104,30 / 115,29 kN - Force acting in direction of insertion
F_3,Rk = 36,40 kN - Force acting against direction of insertion
F_4,Rk = 38,73 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 1,555 kN - Rotation moment in the axis of the secondary beam

The characteristic load bearing capacity according to timber strength class GL24h:
F_1,Rk = 52,15 / 58,37 / 60,63 kN - Force acting in direction of the secondary beam
F_2,Rk = 100,58 / 112,57 / 124,42 kN - Force acting in direction of insertion
F_3,Rk = 36,78 kN - Force acting against direction of insertion
F_4,Rk = 40,77 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 1,638 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 88430.3000; dimension 150 x 300 x 25 mm

Main-secondary beam connector according to ETA-15/0187 made of an aluminum alloy including 12 pcs. Heco Topix Ø 8,0 x 160 / 180 / 200 mm, yellow-galvanized / zinc-nickel, suitable for the following design-relevant loads:

For timber strength class C24
F_1,Rk = 48,32 / 54,09 / 59,78 kN - Force acting in direction of the secondary beam
F_2,Rk = 93,19 / 104,30 / 115,29 kN - Force acting in direction of insertion
F_3,Rk = 36,40 kN - Force acting against direction of insertion
F_4,Rk = 38,73 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 1,555 kN - Rotation moment in the axis of the secondary beam

For timber strength class GL24h
F_1,Rk = 52,15 / 58,37 / 60,63 kN - Force acting in direction of the secondary beam
F_2,Rk = 100,58 / 112,57 / 124,42 kN - Force acting in direction of insertion
F_3,Rk = 36,78 kN - Force acting against direction of insertion
F_4,Rk = 40,77 kN - Force acting perpendicular to direction of insertion
M_tor,J,Rk = 1,638 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.