|
<br />[,DGE B['AH Sf Z[
<br />2 X 2 ~ . 044
<br />Po tl 0 t.xt,
<br />2 X 3 ~ ' 050
<br />Po tl 0 t X t.
<br />2X3J.050
<br />Ti { t t X t,
<br />
<br />Ti i t E:xt.
<br />2 X 6 X , 055
<br />X , 1 EO S. H. B.
<br />2 X 7 X . 062
<br />X , J 20 S. H. B.
<br />2 X 7 X , 062
<br />SHB, II/INSeRT
<br />2 x 8 X ' 072
<br />X 2E4 S, H. B,
<br />2 X 9 X . 072
<br />X , ??4 S, H. B.
<br />
<br />EDGE BEAM SPAN TABLE
<br />
<br />HAXIHUH COLUHN SPACING - HfJfh~uff(;1N
<br />
<br />ROlf' PAN SPAll! (INCL. ~T. . H, )
<br />';' R' 10' 1.f'
<br />.'5"'-1,' "-0' ~'-6' - 3'-}}'
<br />fl' -:1' 5'=8r- 5' -2' 4' -9' ~'-5'
<br />7'-B' 6'-10' 6 -3' 5'-10' 5'-6'
<br />8' -8' 7' -9' l' -1' 6' -/ 6' -2'
<br />6'-10' 6 -1' :>' -I' :5'-2' .f'-10'
<br />7'-R' 6'-10' 6'-3' 5'-10' 5'-6'
<br />JJ' -8' 10 -,' ':/. -6' .. 8' -3'
<br />12'-10' JJ'-6' 10'-6' 9'-2'
<br />8' -7' 7' -B' 7' -0' - 0 -c:
<br />9'-7' 8'-8' 7'-10' 7'-3' 6'-)0'
<br />Ifl'-7' 1~ -10 /3'-7' /2'-7' JJ'-9'
<br />18'-E' /6'-3' 1~'-)1' )3'-9' 12'-/0'
<br />18'-)0' /6'-10' 15'-5' 14'-.f' 13'-5'
<br />?n'-R' 18'-6' 16'-JJ' 15'-8' 14'-8'
<br />21 -2' 19'-4 17'-10 16'-':/'
<br />23' -3' 21' -3' 19' -8' 18' -4'
<br />C:U -" J /:i -I I 1/ -/:i'
<br />e2' -y 20'-9' 19' -5'
<br />ee -6 cO' -':/' 1,:/'-6
<br />2-4'-10' 23'-0' 21'-7'
<br />
<br />4'
<br />6 -4
<br />, -E'
<br />8'-10'
<br />1 0' -0 '
<br />7 -10'
<br />8'-8'
<br />13' - :'
<br />14' - ,
<br />9' -1 '
<br />J 0' - 0'
<br />1 9' -0'
<br />PO' -J 0'
<br />
<br />-1 f-L' O/H (TYP. )
<br />
<br />~
<br />~
<br />'"
<br />
<br />~
<br />~
<br />'"
<br />
<br />~
<br />~
<br />
<br />J/-f'/FT. (HIN.)
<br />
<br />1 e' AL. RODf' PANS
<br />
<br />SPAN
<br />
<br />
<br />-1 f-L' O/H (TYP. )
<br />
<br />J/-f'/rT.
<br />
<br />~
<br />~
<br />'"
<br />
<br />~
<br />g
<br />
<br />~
<br />~
<br />
<br />SPAN ~
<br />
<br />~
<br />~
<br />
<br />E:DGE: B~AM PLAN
<br />
<br />16'
<br />3'-r
<br />4/ - . ,
<br />5'-2'
<br />5' -) 0'
<br />4' -1'
<br />5' -2'
<br />1 -9'
<br />8'-8'
<br />-':/
<br />6'-5'
<br />11 -1
<br />I 2' -2'
<br />12' -8'
<br />1 3' - 1 1 '
<br />J ". - U
<br />I 7' -4'
<br />) 6' -8'
<br />) 8' -4'
<br />) 8' -6
<br />20' -5'
<br />
<br />
<br />! R'
<br />J' -6'
<br />4' -0'
<br />-4' -10'
<br />5'-6'
<br />4' -4'
<br />4' -) 0 '
<br />7' -4'
<br />8'-2'
<br />-6
<br />6' -) ,
<br />10 -6
<br />JJ'-7'
<br />I -0
<br />I '-E'
<br />I _() I
<br />I '-6'
<br />) -) 0
<br />) 7' -,,'
<br />) 7' -5'
<br />I ':/' - -f'
<br />
<br />CE:NTE:R BE:AM PLAN
<br />
<br />CENTER BEAM SPAN TABLE
<br />
<br /> HAXIMUH COL UMN SPACING - SIMPLe SPAN
<br /> CONTINUOUS
<br /> RI In;- PAN .<;, 'AN
<br />CFNTCR srAH sIze 5 6' B' 1 A' 1 P' 14' , )R'
<br />2' x6 x, o 55x. 120 H;=~: 13' -8' U'-10' 10'-8' -':/ " -0 , - , l' - 11 '
<br />S~/ f Ha tl no Cxt. 1 5' -0' 1 3' -0' 11 ' -8' , - , , -1 0' , - , R' ';'R'
<br />2'x7'x. 062x. 120 17' -1 ' 1',' -7' 1 3' -~' 1 2' -0 ' , - 0'-2' , - , 9' -0'
<br />~'i f Hl) tl nn r"xt, lB'-10' 1 7' -1 ' 14' -8' 1 3' -2' , - l' -2' 0'- 6' Q' -(f}'
<br />2' x7' x. 062x, ) 20 cl -6 19' -7' 17' -0' 1 " -1 ' , - , e'-B' l' - 1 ' 11 ' -4'
<br />S,I r Ha tl nQ Cxt, 23'-6' 21' -6' 18' -7' 1 6' -6' 1" -2' 1 -4' -0' 1 3' -1 ' ) 2' -4'
<br />'1f/1 ns,r t .
<br />2' x8' x, o 72x. 2e4 ce' -8' cO' -/:i' 1/ -1/ 1 6' -0' 14'-7' 1 3' -6' - , }I'-)f'
<br />St-I f Ha tl no E:xt. e4'-)O' e2' -B' 1 9' -7' 17'-fl' 1 6' -0' 14'-10' , - 0' f 3' -0'
<br />2' x9' x. o 72x, 224 25'-2' 22' -11 19'-10' 17' -9' 16'-e' 1 5' -0' , - , ) 3 -3'
<br />St-I f Ha tl nn txt. 27' -6' e5'-e' 21'-9' 19' -I,' 1 7' - 9' 6'-~' , - , 1 4' -6'
<br />
<br />NOTC.
<br />YALiXS MAY IF: INTCRPOLATCD FOR INTF:RHCDIATF: LF:NGTHS OR SPACINGS
<br />
<br />DAVID NORRIS CNGINCCRING
<br />DCSIGNeD TO ''J7 STANDARD IUILDING CON
<br />PCR CHAPT. J 606 FOR J I 0 HPH VI ND
<br />
<br />Pg. 1 - B
<br />
<br />CXPIRCS AFTCR FCI. J, 'OJ
<br />
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