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EWPAA Structural Plywood and LVL Design Manual - Engineered ...

EWPAA Structural Plywood and LVL Design Manual - Engineered ...

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3 <strong>Structural</strong> Laminated Veneer Lumber (<strong>LVL</strong>)3.1 Introduction<strong>Structural</strong> Laminated Veneer Lumber (<strong>LVL</strong>) is an engineered structural element with publishedengineering properties. All <strong>EWPAA</strong> / JAS-ANZ br<strong>and</strong>ed structural <strong>LVL</strong> is manufactured to comply withAustralian <strong>and</strong> New Zeal<strong>and</strong> St<strong>and</strong>ard AS/NZS 4357 <strong>Structural</strong> Laminated Veneer Lumber. This St<strong>and</strong>ardsets out the minimum requirements for the manufacture, mechanical property characterisation <strong>and</strong>verification of the structural properties of <strong>LVL</strong> intended for structural applications, <strong>and</strong> for which,structural design is performed in accordance with AS 1720.1 Timber Structures Code, Part 1 - <strong>Design</strong>Methods or NZS 3603 Timber Structures St<strong>and</strong>ard - Code of Practice for Timber <strong>Design</strong>.<strong>LVL</strong> br<strong>and</strong>ed with the <strong>EWPAA</strong> / JAS-ANZ mark certifiesthe product has been manufactured to AS/NZS4357 <strong>and</strong>is suitable for use in all permanent structural applications.3.2 Bond Type<strong>Structural</strong> <strong>LVL</strong> manufactured to AS/NZS 4357 has a Type A phenolic bond. The Type A bond isproduced from phenol or resorcinol formaldehyde <strong>and</strong> is recognisable by its dark colour. The Type A bondis durable <strong>and</strong> permanent under conditions of full weather exposure, long term stress, <strong>and</strong> combinations ofexposure <strong>and</strong> stress.Note:Even though the structural <strong>LVL</strong> phenolic bond is durable, the <strong>LVL</strong> will only be as durableas the timber species from which it is made. If the <strong>LVL</strong> is going to be used in weatherexposed applications or under other exposure conditions of severe hazard, the durabilityof the timber veneers must be considered <strong>and</strong> the <strong>LVL</strong> preservative treated to meet thehazard requirement.3.3 Timber Species UsedThe <strong>Structural</strong> <strong>LVL</strong> St<strong>and</strong>ard AS/NZS 4357 permits the use of any hardwood or softwood timber veneersor a combination of both, in the manufacture of <strong>Structural</strong> <strong>LVL</strong>. The dominant timber species used inthe manufacture of structural <strong>LVL</strong> in Australia <strong>and</strong> New Zeal<strong>and</strong> is plantation pine (radiata <strong>and</strong> Maritime).3.4 Stress Grade or <strong>Structural</strong> Properties<strong>Structural</strong> <strong>LVL</strong> is manufactured to a manufacturing specification that defines <strong>and</strong> limits all variables that affectstructural performance of that manufacturer’s <strong>LVL</strong> product. AS/NZS 4357 requires the manufacturer topublish the design properties for their <strong>LVL</strong> or adopt a stress grade classification as given for structuraltimber in AS 1720.1 or NZS 3603. Alternatively the manufacturer may determine the properties pertaining toa specific application, e.g. scaffold planks. Current practice for <strong>EWPAA</strong> / JAS-ANZ br<strong>and</strong>ed <strong>LVL</strong>, is formanufacturers to publish the design properties of their <strong>LVL</strong> as a suite of engineering properties <strong>and</strong>/ora set of span tables. The manufacturer’s br<strong>and</strong> name in conjunction with their published literature. Themanufacturer’s br<strong>and</strong> name or mark should therefore be included in any specification.12

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