STRUCTURAL FINGER JOINTED SOLID TIMBER
THE BEAM WITH THE CHARACTER OF SOLID FINGER JOINTED SOLID TIMBERAREAS OF APPLICATION Single and multiple family houses Multi-storey residential buildings Industrial and factory buildingsFIELDS OF USE Rafters and purlins for roof structures Wooden beam floors, also visually applied Posts and beams for lightweight TIMBER construction Log house profiles Rod-shaped wood material for carpentry Supporting structuresADVANTAGES High loadbearing capacity with a low density High dimensional stability through technical drying High fire and chemical resistance High thermal insulation properties Positive impacts on climate protection through storage of carbon dioxide (CO2) SOLID wood without adhesive films Maximum safety in the FINGER joint connection due to tensile tests according to ETA-13/0644 Transparent glue line of the FINGER joints01AT A GLANCEHASSLACHER NORICA TIMBER | STRUCTURAL FINGER JOINTED SOLID TIMBER2PRODUCT STANDARD/CERTIFICATION EN 15497 ETA-13/0644TENSILE TEST ON B 4125 ETA-13/0644SURFACE QUALITIESVisual qualityIndustrial qualityMAXIMUM CROSS SECTIONSHeights: 60 to 300 mm in 20 mm stepsWidths: 50 mm to 160 mm in 20 mm stepsLengths: Standard 13 m Specific lengths from
04 CERTIFIED GLT® – GLUED LAMINATED TIMBER BEAMS ADVANTAGES Safety in the finger joints’ loadbearing behaviour Safety in the grading process The same design as glued laminated timber
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CHAPTER 8 ROOF-CEILING CONSTRUCTION, CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION, Section Properties of Structural Glued Laminated, Section, Design of Structural Glued Laminated Timber Columns, CHAPTER 6 TYPES OF CONSTRUCTION, CHAPTER 6 TYPES OF CONSTRUCTION SECTION, STRUCTURAL, Section properties, External Handrails Handrail Fixings TQ, CLT & Builder’s Risk, Structural properties