Structural Timber Spruce NSI – KVH beams planed & finger-jointed
Our structural timber made of spruce in NSI quality is suitable for numerous structural applications in timber construction. The KVH beams are manufactured from kiln-dried spruce wood, are planed on all sides, and have slightly chamfered edges.
The 13.0 m long bars are finger-jointed and can be cross-cut for shipping or according to your required length. The available cross-cutting options can be selected directly via the respective product variant.
Technical properties
- Wood species: Spruce
- Quality: NSI
- Structural solid timber / KVH
- according to DIN EN 15497 / DIN EN 14080
- planed on all sides
- edges slightly chamfered
- half-log or cross-cut timber
- bars finger-jointed
- kiln-dried (KD)
- wood moisture approx. 15 % (± 2 %)
- lightly glued
- weatherproof glued
- dimensionally stable
- initial length: 13.0 m
- cross-cut depending on the selected variant
Cross-cutting of KVH beams
The beams are cut from a 13.0 m long initial bar according to the selected variant. This allows longer KVH cross-sections to be ordered and transported conveniently.
Important note regarding cross-cutting:
The cross-cutting is performed manually by us using a chainsaw. Due to the kerf of the saw, there is a corresponding loss of material with every cut. The specified sections may therefore be slightly shorter than the calculated nominal dimension for combinations where the initial length is exactly 13.0 m. The cross-cuts are not to be understood as millimetre-precise finished dimensions.
For applications where an exact final dimension is required, sufficient allowance should therefore be planned for subsequent fine trimming or final cutting on the construction site.
KVH Spruce for structural timber construction
Thanks to kiln drying, finger-jointing, and a planed surface, KVH Spruce NSI is suitable for numerous applications in structural timber construction. Typical areas of use include, for example, timber constructions, substructures, frame constructions, as well as other load-bearing and structural components – in each case, taking into account the planning and structural requirements of the respective building project.
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