Technical Data

   
Types of Wood
Spruce
Larch on request

Certificates
DIN 1052
EN 386
ISO 9001 (Reuthe)

Strength Categories
BS 11 (GL 24)
BS 14 (GL 28)
BS 16 (GL 32)


Visual Grades
Visible quality
Non-Visible quality


Surface Quality
Planed
Edges with 3 to 4 mm chamfer
Other edge design on request at additional cost
Light-coloured glue joint in spruce and larch timbers
Small shrinkage cracks may arise due to the natural and thus unavoidable shrinkage and swelling behaviour of the timber depending on the ambient conditions. It is recommended that coatings should not be applied until the equilibrium moisture content has been reached.


Surface Treatment
Coatings and protective treatments possible

Gluing
Waterproof glues/adhesives approved by the building authorities in accordance with EN 386 and DIN 1052, licensed for interiors and exteriors

Moisture Content
Approx. 10 to 12% ± 2% on delivery
    Shrinkage and Swelling Behaviour
Shrinkage and swelling dimensions per 1% of change in moisture of timber:
  Length:
Radial:
Tangential:
0.01 – 0.02 %
0.19%
0.34%
An equilibrium moisture content of approx. 9% is to be anticipated in closed, normally ventilated rooms.

Density
Spruce: ρ 12 = approx. 450 kg/m3

Tolerances
According to European standard DIN EN/ÖNORM EN 390 "Glued Laminated Timber - Sizes - Permissible Deviations"
Arches: see separate sheet "Tolerances for Arches"

Additional Services
Technical advice
Predimensioning
Static calculation
Execution planning
Custom joinery work
conventional ("by hand")
in the CNC machining centre
Pre-assembly:
on request, transportable special parts (e.g. trusses) are pre-assembled in the workshop as far as possible
Joining parts are supplied on request

Packaging
Film wrapped in packages
Individually wrapped on request

Transport
Organisation of special transports inc. all permits and escort services
   
Special Shapes and Components

Curved Roof Trusses

Any radii desired
Lamella thickness max. in acc. with DIN 1052/EN 386
minimum lamella thickness 5 mm
Radius > 1.00 m

Supported Structures
Three-hinged tied arch
Tied arch

Gable Roof Truss

up to 20° roof slope
any geometry
Transverse stress reinforcement by means of glued in threaded rods possible on request

Finger-jointed Connections
of complete BSHolz cross-sections (general finger-jointed joint) with resorcinol gluing

e.g. frame corners
    Free Shapes

by means of appropriately curved gluing
by machining in custom joinery

Trusses

The maximum dimensions are only limited by transport restrictions

Static Pre-Camber
Simple curvature for single span beams
Inverse curvature for multi-span or cantilever beams

Double or Multiple Gluing
for glulam beams over 280 mm wide

Planked Components
Bilateral and unilateral planking
glued or mechanically attached


Note!
BSHolz Special components are produced exclusively in the Reuthe factory!

See BSHolz chapter for additional technical details