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<br />eDC[ B[AH SIZe <br />2 x 2 X . 0<44 <br />Po tf 0 Cxt. <br />2 X 3 X . 050 <br />Po tf 0 Cxt, <br />2 X 3 X . 050 <br />Ti I t x t. <br /> <br />Ti I t [x t. <br />2 x 6 X . 055 <br />x . 1 20 S. H. B. <br />2 X 7 X . 062 <br />x . 1 20 S, H. B, <br />2 X 7 X . 062 <br />S.H.B II/I NSCR T <br /> <br />; X2;'/S ~l~. <br /> <br />2 X 9 X . 072 <br />X 224 S. H. B. <br /> <br />EDGE BEAM SPAN TABLE <br />HAX/ HUH COLUHN SPAC/ NG - YtIJfr7~uf{(;1N <br />ROc.r PAN SPAll (INCL. ~ rT. 0, H...J <br /> <br />4' <br />-<4 <br />, -2' <br />, -J 0' <br />'0'-0' <br />" -J 0' <br />8'-8' <br />13' - <br />J 4' - 1 <br />9' - ~ <br />10' - 0' <br />1 9' -0 ' <br />PO' -10' <br /> <br />-j rJ.' O/H (T YP. ) <br /> <br />~ <br />Q ~ <br />e; III <br />~ g <br />~ <br /> <br />I/rf'/FT. (MIN.) <br /> <br />12' AL. Rao, PANS <br /> <br />SPAN <br /> <br />f,' <br /> <br />~'-~' <br />6'- , <br />7' -B' <br />8'-8' <br />6'-10' <br />7' -B' <br />II' -B' <br />J2'-10' <br />8' -7' <br />9' -7' <br />J 6' -7' <br />1 8' -2' <br />J8'-JO' <br />?O'-R' <br /> <br />~DG~ B~AM PLAN <br /> <br />R' <br />"-0' <br />-r-=sr- <br />6'- 0' <br />7' -9' <br />6' -1 ' <br />6'-JO' <br />10'-:>' <br />11 ' -6 ' <br />7'-8' <br />R'-R' <br />14 -10' <br />16'-3' <br />J6'-JO' <br />J 8' -6' <br />el -e' <br />e3'-3' <br /> <br /> <br />10' I.' <br />4'-6' ~'-2' 3'-11' <br />5'-c' 4'-9' 4'-5' <br />6'-:r "-10' 5'-6' <br />7'-J' 6'-" 6'-2' <br />:>. -I y -e' . -10 <br />~: =:~ .5' -10' ~~ =~~ <br /> <br />10' -6' 9' -e' <br />7' -0' 0' -e' <br />7'-10' 6'-10' <br />13'-7' 12'-7' 11'-9' <br />14'-11' 13'-9' J2'-10' <br />15'-5' J4 -4' J3'-5' <br />16'-11' 15'-8' 14'-8' <br />J9'-<4' 17'-10' 16'-9' <br />eJ'-3' 19'-8' J8'-<4' <br />cv -:> 1 tJ' - 1 I I - tJ <br />ee' -5' cO' -9' 19' -5' <br />cc -0 cO -':/' 1':/' -6' <br />e4'~O' 23'-0' 2J'-7' <br /> <br /> ,. <br />-j rJ. 'O/H (TYP. ) <br /> I/rf'/FT. MIN. ) <br />~ <br />.... <br />~ ~ ~ <br />~ g ~ <br />~ ~ <br /> SPAN SPAN <br /> <br />If.' <br />3'-r <br />4' - , <br />:5'-2' <br />5' - 10' <br />4' -I' <br />5'-c' <br />/' -OY' <br />8'-8' <br />.,. -':/' <br />6'-5' <br />J J ' -J ' <br />1 e' -2' <br />1 e' -8' <br />13'-J1' <br />1:>-U' <br />17' -<4' <br />16' -8' <br />18' -4' <br />1 8 -6' <br />20' -5' <br /> <br />I R' <br />3' -6' <br />4' -0' <br />.' -1 0' <br />5'-6' <br />of' -rf' <br />4' -J 0 ' <br />I' -rf' <br />8'-2' <br />5' -6' <br />6' -] , <br />10 -6 <br />11 ' -7' <br />1 -0 <br />1 '-2' <br />'_0 ' <br />1 '-6 <br />I -10 <br />] 7' -5' <br />1 I -6 <br />I OY' -4' <br /> <br /> <br />C~NT~R B~AM PLAN <br /> <br />CENTER BEAM SPAN TABLE <br /> <br /> HAX/HUH COLUHN SPACI NG - SIHPLC SPAN <br /> CONTINUOUS <br /> RI ,n, PAN Sf 'AN <br />CE:NTCR BE:AH SIZE: 5' 6' 8' J 0' J 2' <4' , J 8' <br />2' x6 x. o 55x. J 20 if-r I J' -Ii' ll'-JO' J 0' -8' 9' -9 -0 ' - , 7' - J J ' <br />Sf'! f Ho tl n.o Cxt. ,_ , J 5' -0' 1 3' -0' 1 I' -8' , - , , -1 , , - , R' -R' <br />2' x7' x. 062x. I eo I' - 15' -7' 1 3' -.~' 1 2' -0 ' , - 0'- , - , 9' -0' <br />Sf'1 r Ho tl no Cxt. 18'-10' 1 7' -1 ' 14' -8' 1.1' -P' , - - 0'-6' 9' - J 0' <br />2' x7' x, 062x. 120 el -6' 19' -7' t 7' -0' 1 5' -1 ' , - , 2'- , I' -11 ' 11 ' -4' <br />Sri r Ho tl n~ [xt. 23'-6' 21' -6' 18' -7' 16' -6' 1 " -2' 14' -0' 13' -1 ' 12' -<4' <br />."./Insrrt <br />2' x8' x. 07ex. 224 ee'-8' eo -/i' 1/ -JJ J 6' -0 ' 1 4' -7' 13' -6' , - , 11'-/1' <br />S,.( r Ho tl no [xt. 24'-10' 22' -8' J 9' -7' 17'-f.' 1 6' -0 ' 14'-10' , - 0' 13' -0' <br />2' x9' x. o 72x. 224 25'-2' 22' -11 1':1'-10' 17' -9' 16' -2' I 5' -0' , - , 13 -3' <br />Sf'! r Ho tl no Cxt. 27' -6' 25'-2' 21'-':1' I 9' -f.' 7' -9' 16' -5' , - , I 4' -6' <br /> <br />NOT[, <br />VAl..un /'jM IC INTCRPOLATCD FOR INTCRHCDIATe LeNGTHS OR SPACINGS <br /> <br />DA VI D NORRI seNGI NeeRI NC <br />DeSIGNeD TO "J7 STANDARD IUlLDINC COOC <br />peR CH.4F'T. 160' FOR I I 0 HPH III ND <br /> <br />Pg, 1 - B <br /> <br />eXPI Res AFTeR FCI. 1. '01 <br />