Structural Spruce Timber NSI – KVH beams planed & finger-jointed

Our structural spruce timber in NSI quality is suitable for numerous structural applications in timber construction. The KVH beams are made 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 cut to length for shipping or to suit your required length. The available cutting options can be selected directly via the respective product variant.

Technical properties

• Wood species: Spruce
• Quality: NSI
• Structural timber / KVH
• acc. to DIN EN 15497 / DIN EN 14080
• planed on all sides
• edges slightly chamfered
• half-log or boxed heart
• bars finger-jointed
• kiln-dried (KD)
• wood moisture approx. 15% (± 2%)
• lightly glued
• weatherproof glued
• dimensionally stable
• starting length: 13.0 m
• cut to length depending on the selected variant

Cutting the KVH beams

The beams are cut from a 13.0 m long starting bar according to the selected variant. This makes it convenient to order and transport even longer KVH sections.

Important note on cutting:
We perform the cuts manually using a chainsaw. The cutting width of the saw results in a corresponding loss of material with every cut. The specified sections may therefore be slightly shorter than the calculated nominal dimension for cut combinations where the starting length is exactly 13.0 m. The cuts are not to be understood as finished dimensions accurate to the millimeter.

For applications where an exact final dimension is required, sufficient allowance should therefore be planned for subsequent fine or final trimming on the construction site.

KVH spruce for structural timber construction

Due to the technical drying, finger-jointing, and planed surface, the KVH spruce NSI is suitable for numerous applications in structural timber construction. Typical areas of application include, for example, timber structures, substructures, frame constructions, and other load-bearing and structural components – in each case taking into account the planning and static requirements of the respective construction project.