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Timber as a Structural Material 9
Codes of Practice
7 other sections not shown
adhesive manufacturer applied basic stress beam bending stress black bolt bolts building cambered beam carried cent centre CM CM CM Codes of Practice column compression concrete connectors connexions considerable cramping cross-section Dead load deflexion diameter dimensions Douglas Fir effect end joints ensure equipment erection Executive Committee fabrication factor of safety fastenings fibres flanges form of construction fungus glue line Glue-Lam Glued Assemblies glued laminated grooved holes indicated industry joist length limited maximum modulus modulus of elasticity moisture content nails normal permissible permitted perpendicular to grain personnel plywood portal frames prefabricated preservative pressure purlins qualification resistance sawn scarf joints shear force shear plates shear stress slenderness ratio softwoods spacing span specification splice joint split rings standard steel strength stress grading structural timber suitable super load surface Table temperature tension termites thickness timber engineering truss units wind wood