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• <br /> TriMax <br /> Plastic Lumber <br /> Bee+elens of 1Miced Plastic Wane <br /> Maurtsfaecnue of Ptamle Lumber <br /> All - e Prone t p_ <br /> TrIM az Lumber vs $outheesPine #Z (SP#2) <br /> • <br /> elm P E email it unt re PS!) jgj[M A X SP #2 yfJA? DOES IT PAEAN? <br /> Design Rupture Load (MOR) .47O 1.265 A piece of TrhMax lumber which Is <br /> the same size as a wooden piece <br /> will break under a similar rood. <br /> Modulus Of Elasticity(MOE) 450.000 1.400.000 Trlfvlmk Is more leydblethan wood <br /> and that must be considered in the <br /> eepeciaN In heavy load <br /> • ap eatbns. For pedestrian wdk- <br /> waya or decks using 2k mateid, <br /> joist have been sat six high as 24" <br /> on center without PercsiDtt&D <br /> deflection. As teme <br /> increases so does TdMW's <br /> • <br /> 1leodbsttyt At 1 T OoF the i1A0E dors <br /> to=And 225.000 PS, Because of <br /> this lose of stiffness.pedestrian <br /> decks*Posed to high <br /> temperahrse in direct sunlight <br /> should have jotsis spored 1 II"on <br /> • <br /> center or less. <br /> Compression Parallel! to Grain 870 450 RIM=is superior to wood in <br /> compression In both directions <br /> This means that concentrated loads <br /> will hot dent tt as easily as wood. <br /> Compression Perpendicular 347 270 Concentrated loads will not dent to <br /> Grain TriMak as easily as wood. <br /> Shear Parallel to Grain 370 85 this type of tcture isser3n when a <br /> (Horizontal Shear) timber spit ung tts length. ` <br /> times when being cbiven as a pile. <br /> Because'NM=are rpar do to the <br /> et the ciedb `s' <br /> "grain"VIM=has not .xperienca <br /> a field fcdltre In this mode. <br /> 'Tension Para l to t fain 625 675 This property is Important when the <br />