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DESIGN PROPERTIES
<br /> Allowable Design Properties�>> (100%Load Duration)
<br /> Depth
<br /> Grade Width Design Property 5��2
<br /> 43/�" 5�/:" Plank 1�/�' 85/�" 9�/+" 9�/i' 11�/" 11�/a" 14" 16" 16" 20"
<br /> Orientation
<br /> �; ��
<br /> Moment(it-16s) 1,735 2,685 1,780 4,550 6,335 1,240 10,520
<br /> 1.3E 3�/s" Shear(Ibs) _ d,340 5_455__ _1,925 _ _ 7,190 8,555 9,175 11,155
<br /> Moment ot Inertia(in+) 24 99 20 111 187 231 415
<br /> Wel ht( If) 4.5 5.6 5.6 7.4 8.8 9.4 11.5 A
<br /> Moment(it-16s) 4,950 5,210 7,195 7,975 10,920 14,090
<br /> ----__ ____._ _ ._._..-- ---- - --
<br /> �3�„ Shear{Ibs) 3,345 3,A35 4,070 4,295 5,065 5,785
<br /> -- -- ---._ ._- _---- --- - _ _-
<br /> Moment ot Inertia(in!) 115 125 208 244 400 597
<br /> 1.55E Weight( Ifl 5.1 5.2 6.2 6.5 _ 7J 8.8 __
<br /> Momentift-16s) 9,905 10,420 14,390 15,955 21,840 28,160
<br /> �--- ---
<br /> 3��1, Shear(Ihs) __ 6,690 6,870 8,140 _ 8,590 10,125 11,575 _
<br /> Moment ot Inertia(in�) 23l 250 415 488 800 1,195
<br /> -- - -- -------- ----- - _ __ ___ --
<br /> Wei ht( If) l0.1 10.4 12.3 13 15.3 ll.5
<br /> � .
<br /> Moment(ft-Ibs) 2,125 3,555 5,600 5,885 8,070 8,925 12,130 15,555 19,375 23,580
<br /> - -- -__ ___..�_ .._-- ---
<br /> 2.OE ��/° Shear(Ibs) 1830 2,410 3,075 3,160 3,740 3,950 4 655 5 320 S 985 6,650
<br /> -- ----- - -- - - - ---.
<br /> Moment of Inertia{in.') 24 56 115 125 208 244 400 597 851 1,167
<br /> - --- - -- - -- - - -
<br /> Weight( If) � 2.8 3.7 4J � 4.8 5.7 6.1 7.1 8.2 ( 9.2 10.2
<br /> Moment(ft-Ibs) 12,415 13,055 17,9J0 19,900 27,160 34,955 � 43,665
<br /> -----
<br /> 3���„ Shearpbs) __ ___ 6,260 6,430 7,615 8,035 9,415 10,825 J 12,180 _____
<br /> Moment of Inertia tin!) 231 250 415 488 800 1,195 1 1,701
<br /> -- �-
<br /> Weight(plf) 10.1 10.4 12.3 13.0 15.3 17.5 f 19.7
<br /> � __ _ _.___.__
<br /> Moment(tt-Ibs) 18,625 19,585 26,955 29,855 40,740 52,430 ! 65,495
<br /> _ _.__ _._ __�__ -- --
<br /> 2.OE 5�/" Shear(Ibs) 9,390 9,645 11,420 12,055 14,210 16,240 � 18,210
<br /> Moment of Inertia(in!) 346 375 623 733 1,201 1 1,792 2,552
<br /> Weight(plf) 15.2 I5.6 18.5 19.5 23.0 26.3 � 29.5
<br /> Moment(tt-Ibs) 24,830 26,115 35,940 39,805 54,325 69,905 81,325
<br /> ----- ----------
<br /> �„ Shear(Ibs1 _ _ 12,520 12,855 15,225 16,070 _18,945 21,655 24,360
<br /> Moment o(Inertia(in�) 462 500 831 977 1,601 2,389 3,402
<br /> Weight(plf) 20.2 20.8 24.6 26.0 30.6 35.0 � 39.4
<br /> (1)For praduct in beam orienlation,unless othenvise noted.
<br /> Some sizes may not be available!n yaur regian.
<br /> P R 0 D U CT , �u�, @ Protect product Irom sun and water
<br /> STORAGE � �°��q°��o
<br /> � ° ° `� ° � CAUTION:
<br /> � � �` ° `'' -� Wrap is slippery when wet or icy
<br /> o a e �� �,�
<br /> � � „o-
<br /> .,d„s� .�f��
<br /> � �r"� ;�'J=�'' Align stickers(Zx3 or/arger)
<br /> �s�,r�s` s�`A �'` directfynversupporttrlocks
<br /> ����''fr.:,,
<br /> `5� '` , ,�5� Use support bincks(6x6 nrlarger)
<br /> �,�y at 10'on-center to keep bundles
<br /> � ,out ol mud and water
<br /> C' ��-_'>
<br /> Trus Joist�Beam,Header and Coluinn Specifier's Guide TJ-9000 � May 2015
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