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

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

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

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Length of Bearing of Member (mm) 12 25 50 75 125 150 or moreValue of k7 1.85 1.60 1.30 1.15 1.05 1.00TABLE 6.4: Factor for length <strong>and</strong> position on bearingk 9AS1720.1-1997clause 8.4.6– Strength sharing modification factor for grid systemsclause 2.4.5k 9 = 1.0 for <strong>LVL</strong> used in parallel systems clause 8.4.7For bending members k 9 applies in two different scenarios, i.e. for:• combined parallel systems, does not apply to <strong>LVL</strong> because it is treated as solid sawntimber. However, it has all of the attributes, since it is made from parallel elementsrigidly connected forcing them to deflect the same amount.AS1720.1-1997 (Clause 2.4.5) defines a parameter n com which is the effective numberof parallel elements shown in FIGURE 6.8 which combine to form a single member <strong>and</strong>for which n com = 4.0;• discrete systems, which applies to, e.g. <strong>LVL</strong> joists sheathed with plywood causing loadsharing between joists in the system. Effectiveness of the load sharing is dependentupon the joist spacing <strong>and</strong> the stiffness of the plywood interconnecting the joists asshown in FIGURE 6.8. The number of members involved in the load sharing is definedin Clause 2.4.5 as n mem . In a normal plywood sheathed floor system n mem = 3 wouldbe usual for a floor of 5 or more joists.FIGURE 6.8: Parallel <strong>and</strong> grid systemsk 11– Size FactorThe tensile behaviour of timber modelled on brittle fracture mechanics indicates a higherprobability of finding a flaw (eg naturally occurring characteristic such as a knot, split, gum vein,etc.) leading to a brittle fracture in higher volume members. The k 11 size factor is used toaccount for this increased probability of finding a flaw in larger volume, tensile members.AS1720.1-1997clause 8.4.7<strong>LVL</strong> members are modified for size effects as follows:(a)(b)For bending k 11 = 1.0 for member depths up to 300mm. For member depth greaterthan 300mm k 11 = (300/d) 0.167For tension parallel to grain k 11 = 1.0 for member depths up to 150mm. Formember depth greater than 150mm, k 11 = (150/d) 0.16746

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