Technical Data Sheet
 
General
Glulam consists of at least 3 lamellas glued together with the grain of all the lamellas longitudinally parallel
Load-bearing components made of glulam are statically calculated structural elements
Glulam may only be produced by companies that have a certificate of suitability for the gluing of load-bearing components.
Glulam is produced in Austria and Germany in acc. with the relevant timber construction standards ÖNORM EN 386 and DIN 1052.

Glulam Grade Category
To DIN 1052:1996 To EN 386/ DIN 1052:2004 Lamella grade Test certificates
BS 11 GL 24 Visual Gluing permit
BS 14 GL 28 Visual
Gluing permit + certificate (Ü symbol)
BS 16 GL 32 Mechanical
BS 18 GL 36 Mechanical

Permissible Stresses for Glulam
Type of stress Glulam to DIN 1052-1/A1: 1996-10
BS11 BS 14 BS 16 BS 18
Grade category of lamellas to DIN 4074-1
S10/MS10 S 13 MS 13 MS 17
Bending σB 11 14 16 18
Tensile σZ II 8.5 10.5 11 13
Tensile σZ I 0.2 0.2 0.2 0.2
Compressive σD II 8.5 11 11.5 13
Compressive σD I 2.5
3
2.5
3
2.5
3
2.5
3
Shear τB 0,9 0.9 1 1
Shear from transverse force τQ 1.2 1.,2 1.3 1.3
Torsional τT 1.6 1.6 1.6 1.6
Bending EB 11,000 11,000 12,000 13,000
Tensile + compressive EII 11,000 12,000 13,000 14,000
Tensile + compressive EI 350 400 400 450
Shear modulus G 550 600 660 700
(Excerpt from table)
    Construction of Sections
Combined symmetrical construction (standard)
Homogeneous construction (must be expressly agreed in writing)



Lamella Coding
Stamping and identification of every single lamella with details of factory, strength and production date in production process
As a result unambiguous identification and retraceability of the component
Safety for constructors, customers and production facility

Crack Formation - Note on Damp-Proofing, Sound Insulation and Noise Control
Predominantly the outer layers of the glulam absorb moisture whilst under construction. This construction moisture content must gradually be converted to the equilibrium moisture content for later use. This is done by careful heating and ventilation and the resultant slow reduction in the relative humidity and the corresponding moisture content of the timber which accompanies this.
Shrinkage cracks may arise on the surfaces of the glulam components – even along the glued joint. Such shrinkage cracks may be tolerated up to a depth of 1/6 of the component width (per side) in components without system-relevant transverse tensile stress.
The tendency towards crack formation increases when the timber is directly exposed to the weather and when subject to severe changes in climatic conditions.

Emissions
The smell of freshly produced glulam, which most people find pleasant, is attributable to the softwood’s natural resin components and disperses within a short time. The adhesives used for gluing of the glulam are solvent-free.
Emissions of volatile organic substances (known as VOC) other than the softwood resins are of no significance in glulam. Most of the basic substances in the polymer adhesives are also non-volatile and become permanently incorporated during condensation of the adhesive resins. Only formaldehyde may be given off subsequently by some adhesive resins. However, in this case too the emission values of modern adhesive systems are low and differ very little from those of wood left in its natural state. The emission values are significantly below the legislative requirements when gluing is carried out properly.
 
Strengths
BS 11 (GL 24) and BS 14 (GL 28) visual grading
BS 16 (GL 32) and BS 18 (GL 36) only to be produced using mechanically graded lamellas
Separate certification in addition to the gluing permit is necessary for the production of BS 14, BS 16 and BS 18
    Identification
BS 11 up to 10 m length,
manufacturer’s declaration is sufficient
BS 11 > 10 m length,
BS 14, BS 16 and BS 18
marking punch or lamella coding
BS 14, BS 16 and BS 18
identification of product’s packaging or delivery note with compliance symbol (Ü symbol)