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I 22,-~12 .... [ 27-10-73 I 3~ ~q:~O , .136.o_ =~n <br />5-4-13 5-4-13 D~-I G-1-3 24343 <br /> <br />-f <br /> <br />5.000 ~2. <br /> <br />4:<4 -- <br /> 4 <br /> <br />Plate 9ffse~ (X,Y): <br /> <br />LOADING <br />TOLL 25.0 <br />TCDL 7,0 <br />6CLL 0,0 <br />BCDL <br /> <br />LUMBER <br />TOP CHO~D 2X4 <br /> <br />~ 0-2-12 4-7.2 ~-2-2 8-2-2 8-9-14 <br /> <br />[2:~1-8,0~1-al, <br /> <br /> SPACING 2-0-0 <br /> <br /> Lum~r In~rea~ 1.15 <br /> C~e <br /> <br />Ti; <br />BC 0,47 <br /> <br /> DF No. 1 <br />BOT CHORD 2 X 4 DF No.1 <br /> <br />REACTONS (Ib~Jsize) 12=1575,9-5-8, <br /> <br />FORCES <br />TOP CHORD ~-2=~. 2-3=~, ~=-110~. ~-1102. ~=-1~5. ~7~*~ <br /> <br />LOAD CASE[Iii) Standard <br /> <br />DEFL (in) (Io~) <br />Vor~LL~ O. 1~ 9/8 <br />Vert(TL) 0.1~ 9/8 <br />Ho~(TL~ O;~ 7 <br />M~fl Len~ / LL deft = 2~ Weight: 1~ (lb~) <br /> <br />B~CtNG <br />TOP CHORD S~ <br />~OT CHORD Rigid ~iling dlr~y <br /> <br />PLATE8 GRIP <br />M20(20~a) 1 ~1148 <br /> <br />L.q'~d [,ld~_U ;PC1 '- : 'ON 3Hi3H,:=J <br /> <br /> <br />