EN 14080:2013

Reference document attributes:

GUID f2c10abf261346adb864f0fa2d9b787f
URI https://pdts.pt/uri/0.1/doc/EN140802013
Name EN 14080:2013
Title Timber structures - Glued laminated timber and glued solid timber - Requirements
Description This European Standard sets the performance requirements of the following glued laminated products: - Glued laminated timber (glulam); - Glued solid timber; - Glulam with large finger joints; - Block glued glulam for use in buildings and bridges. It also lays down minimum production requirements, provisions for evaluation and attestation of conformity and marking of glued laminated products. This European Standard is applicable for glued laminated timber made of coniferous species listed in this standard or poplar consisting of two or more laminations having a thickness from 6 mm up to 45 mm (inclusive). It may be possible to produce glulam made from specific hardwood species based on some provisions of this European Standard. In this case, Annex ZA does not apply. This European Standard is applicable for glued solid timber made of coniferous species listed in this standard or poplar consisting of two to five laminations having a thickness greater than 45 mm and less than or equal to 85 mm. This European Standard is applicable for large finger joints in glued laminated timber with a finger length of at least 45 mm. This European Standard is applicable for block glued glulam having solid rectangular cross sections. This European Standard also gives the requirements for glued laminated products treated against biological attack. Glued laminated products treated with fire retardants are not covered.
Status published

Properties that cite this reference document:

Data template Property
Timber beam V1.1 StrengthGrade
Timber beam V1.1 FireResistance
Timber beam V1.1 DurabilityForTreatedTimber
Timber beam V1.1 GlueLinesStrengthBetweenLaminations
Timber beam V1.1 GlueLinesStrengthBetweenComponents
Timber beam V1.1 StrengthOfFingerJoints
Timber beam V1.1 BendingStrength
Timber beam V1.1 BendingStrengthOfLargeFingerJoints
Timber beam V1.1 CompStrength
Timber beam V1.1 CompStrengthPerp
Timber beam V1.1 TensileStrength
Timber beam V1.1 TensileStrengthPerp
Timber beam V1.1 TorsionalStrength
Timber beam V1.1 ShearStrength
Timber beam V1.1 ShearStrengthPerp
Timber beam V1.1 RollingShearStrength
Timber beam V1.1 ShearModulus
Timber beam V1.1 ShearModulusPerp
Timber beam V1.1 YoungModulus
Timber beam V1.1 YoungModulusPerp
Timber beam V1.1 Layers
Timber beam V1.1 Species
Timber beam V1.1 ThermalTransmittance
Timber beam V1.1 Adhesive
Timber beam V1.1 MoistureDeformationFactor
Timber beam V1.1 MoistureContent
Timber beam V1.1 FormaldehydeEmission
Timber beam V1.1 DeviationsMaximum
Timber beam V2.1 StrengthGrade
Timber beam V2.1 FireResistance
Timber beam V2.1 DurabilityForTreatedTimber
Timber beam V2.1 GlueLinesStrengthBetweenLaminations
Timber beam V2.1 GlueLinesStrengthBetweenComponents
Timber beam V2.1 StrengthOfFingerJoints
Timber beam V2.1 BendingStrength
Timber beam V2.1 BendingStrengthOfLargeFingerJoints
Timber beam V2.1 CompStrength
Timber beam V2.1 CompStrengthPerp
Timber beam V2.1 TensileStrength
Timber beam V2.1 TensileStrengthPerp
Timber beam V2.1 TorsionalStrength
Timber beam V2.1 ShearStrength
Timber beam V2.1 ShearStrengthPerp
Timber beam V2.1 RollingShearStrength
Timber beam V2.1 ShearModulus
Timber beam V2.1 ShearModulusPerp
Timber beam V2.1 YoungModulus
Timber beam V2.1 YoungModulusPerp
Timber beam V2.1 Layers
Timber beam V2.1 Species
Timber beam V2.1 ThermalTransmittance
Timber beam V2.1 Adhesive
Timber beam V2.1 MoistureDeformationFactor
Timber beam V2.1 MoistureContent
Timber beam V2.1 FormaldehydeEmission
Timber beam V2.1 DeviationsMaximum