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f <br /> TriMax <br /> Plastic Lumber <br /> Kee+eler+s of Mixed Plastic Waste <br /> Manufactures of Plastic Lumber <br /> Allowable Properties <br /> • <br /> • <br /> TrIMax Lumber vs $outlin e#2 (SP#2) <br /> • <br /> • FRP-P E RLroii units cse PSS) Li l.ff•L9X SP '#a WHAT DOES IT MEAN? <br /> Design Rupture Load (MOR) <br /> '.170 1,265 A piece of TriMax Lumber which Is <br /> the some size as a wooden brace <br /> will break under c slmfar food. <br /> Modulus of Elasticity(MOE) 450.000 1.400.000 TriMakIs more fleydbtethan wood <br /> and that must be considered in the <br /> especially In heavy load <br /> qophixstions. For pedestrian walk- <br /> ways or decks uses;2x mat old. <br /> }outs have been set cahk;ilas2d' <br /> ondeflection, temperature <br /> • <br /> increases so does TdMac's <br /> • <br /> • <br /> • <br /> fleadbUity; At 11 O°F the tylOE daps <br /> to cround 225.000 PSI Because of <br /> • <br /> this loss of stiffness.pedestrian <br /> decks lasoose4i to high <br /> • <br /> temps/ransom in direct sunil It <br /> shou►d have joists spaced 18'on <br /> center or Ion. <br /> Compression Parallel' to Grain 870 050 TrlMcx+clssuperior towood trl <br /> • <br /> campresion in bath drectiorls. <br /> This means that concentrated loads <br /> • <br /> will not dent tt as a asily as woad, <br /> • Compression Perpendicular 347 270 Concentrated loads will not dent to <br /> Grain • <br /> TitM=as 0030 06 woad. <br /> Shear Parallel to Grain 370 85 This type 01 failure is seen when c <br /> (Horizontal Shear) timbers dam Its length Many <br /> times when being driven as a pile <br /> t3e001.13e many of the Om ids In <br /> TriMcflc are perpendoulcr to the <br /> "gain'TrtMcac has not experience <br /> a field failure In this mode. <br /> • <br /> • lenslon Pata%lel 10 Grain 625 675 This property Is Important when the <br />