Heavy-duty HVP 88450.1000

Main and secondary beam connection wood to wood

The new disposed inclined drilled holes, along with the compatibility to different screw lengths , guarantee the adaptability to small timber cross-sections, as well.

Product specifications


* F2,Rk (kN) for GL24h with fully threaded screws: Ø 8 x 160 with effective thread length of 150 mm and Ø 8 x 200 with effective thread length of 190 mm. For other screws and thread lengths or wood based materials: cf. design manual. Heavy-duty HVP connectors are automatically delivered with uplift protection (2 screws Ø 6 x 20 mm and flat steel for uplift protection included).
 

Static values

Product description

Main and secondary beam connection wood to wood
Main and secondary beam connection wood to wood with PITZL HVP 88450.1000 according to ETA-15/0187. The connection to secondary beam with 20 SFS HT (Heco) screws with a diameter of 8.0 mm and a length of 160/180/200 mm. Connection to main beam with 20 SFS HT (Heco) screws  with a diameter of 8.0 mm and a length of 160/180/200 mm. The lift-off protection with 2 pcs. SFS HT (Heco) cylinder head screws with a diameter of 6.0 mm and a length of 20 mm is required. 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 = 48.32 / 54.09 / 59.78 kN – Force acting in direction of the secondary beam
F2,Rk = 186.38 / 208.61 / 230.57 kN – Force acting in direction of insertion
F3,Rk = 36.40 kN – Force acting against direction of insertion
F4,Rk = 64.54 kN – Force acting perpendicular to direction of insertion
Mtor,J,Rk = 4782.54 kN – Rotation moment in the axis of the secondary beam

The characteristic load bearing capacity according to timber strength class GL24h are:

F1,Rk = 52.15 / 58.37 / 64.52 kN – Force acting in direction of the secondary beam
F2,Rk = 201.15 / 225.14 / 248.84 kN – Force acting in direction of insertion
F3,Rk = 36.40 kN – Force acting against direction of insertion
F4,Rk = 67.69 kN – Force acting perpendicular to direction of insertion
Mtor,J,Rk = 5015.97 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.

Downloads - data sheet & CAD

Disclaimer
HVP heavy-duty connectors are manufactured by Pitzl Metallbau GmbH & Co.KG.  Pitzl®  is a registered trademark of  Pitzl Metallbau GmbH & Co.KG.

To the extent allowed by local law, except for the warranties set forth above, SFS makes no representations or warranties of any kind whatsoever, express or implied, including, without limitation, warranties of merchantability, non-infringement and fitness for a particular purpose, concerning the Product. All other guarantees, warranties, conditions and representations, either express or implied, whether arising out of any statute, law, commercial usage or otherwise, are hereby excluded. While SFS and its representatives may, from time to time, offer recommendations and advice with respect to the use of the Product, it is understood that any such recommendations and advice are not warranties by SFS and the purchaser will act upon any such recommendations and advice at the purchaser’s sole risk.
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