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<br />EDGE BEAM SPAN TABLE
<br />
<br /> MAXIHUH COLUHN SPACING - M!:fh~u1fu1N
<br /> Ronr PAr SPA N (I NCL FT. al )
<br />~DGf. BEAM SIZE. 4' Ii' ,6' ID' 12' 14' 16' I, ,
<br />2 X 2 :Jr't044 6' - I. 5'-6' , - , 4'-0. 4'-2' 3'-11' 3'-8' 3''":' ,
<br />Po t lOx . 7'- , 6' -3' , - ~'-2' 4' -9' 4'-!J' 4' -Ii ' 4'~ ,
<br />2 X 3 ~J:t~'O i ' - , 7' -8' '- 'a' 6' -;J" ~' -la' ~'-6' '- , 4 ~~~; []'
<br />PatIo x. U'- 8'-8' 7' - 51' 7' -1' 6' -7' 6'-2' - 0' ~::~~
<br />2X3X.OSO r' -J ,. 6' -10' 0'-1' '::J' -r ~' -e' 4'-10" - r' ~?"'i_ :~',:
<br />TIt t Cxt. 8' -8' 7'-R' 6' -10" 6' -3. S' -10' ~'-6' ~'-2' ""'J;i.iJ'
<br />2 X 4 X S: 04;. 3'- 11'-8' IU' -::J' )I' -6 ~ 8'-3" /' -51' r24 '
<br />X ,120 . H. . 4' - , 12'-10' 11'-6' IU'-O. SJ'-e' 8' -8' 8~1~e'
<br />eX4X.OSO ' -1 , ~' -7' 7'-8' 7' -0' 0' -0' 6' -I:' ::1' -'}1" ::1'.~6 .
<br />TI It Cxt. D'- (1' , -7' 8'-8' 7' -1 ']' 7' -3' 6'-10' 6'-~' 6 .:~-.l.
<br />2 X 6 X . ass 9' - , J Ii' -7' . 14' -ID" Jr- , 12' -7' 1'- , II -I lU'-O"
<br />X . 120 S. H. R. ID' - D' 18'-e' 16'-3' I '- 'I' 13' -51' '- '0' 12'-2" 1 J' -7'
<br />2X7X.062 18' -10' 16'-10' 1 S' - {" 14'-4' - f" 12'-8" -
<br />X . 120 s. H. R. 20'-8' J8'-6' 16'-11' 1 S' -8' '- , 13'-JJ' ~',.- ,
<br />2 X 7 X .062 ~1'-2' 151' -if. 1 r -U}' '- , 1:5'-10" - ,
<br />S. No B. V/INSCRT 23' -3' 21'-3' 1 51' -8' 1 '-4' 17' -4' 1 '- ,
<br />. 2 X 8 X . 072 it -:r 18' -1 1 ' 1 ' -8' 16'-8' I - U
<br />X . 224 s. H. R. ee'-s" 20' - 51' 19' -S' 18'-4' 1 7' -~.
<br />2 X 51 X.072 ~~ -O~ 20' - 9" 1!1' -0' 18'-6' 1/ -o-
<br />X .224 S. H. B. . ~"'-IU. 23' -0' 21' -7' 20'-5" 1 Y' -...
<br />
<br /> ~ ~'O/H (TYP.)
<br /> 1/4" /FT. (HIN, )
<br />~ ~
<br />.... T 12' AL. RDDF' PANS ....
<br />~ ~ ~ :ll: =
<br /> ~
<br />~ ~ ~ ~
<br />e e loj
<br /> SPAN
<br />
<br />
<br />
<br />
<br />EDGE BEAM PLAN CENTER BEAM PLAN
<br />
<br />CENTER BEAM SPAN TABLE
<br />
<br /> MAXIMUM COLUMN SPACING - SIMP,' SPAN
<br /> .
<br /> CON INUOUS
<br /> R 70F PAN SJ rJAN
<br />CENTeR RfAM S/ZL :5' 6' R' 10' 12' 14' 16' IB'
<br />.e."/it6" x, 055x. 120 -1 i: =i= 13' -8" 11' -10' 10' -8' 9' -51' , -[j , - , 7'r';'l,l"
<br />IS'-O' , , :
<br />'Sell,' Ma t I no Cxt. 13' -0' 11'-8' J '- , -1 ' - , 8'Jili,E/'
<br />'2"x7' x. 062x. 120 17'-J" J 5' -7' 13'-5' 12'-0' ,- I' '- J' , - , 9~f~O~
<br />!JJ;I1;f,"'Mo. t I no LXt. 18' -JO" 1 7' -I' 14'-R' 13'-2' ?' - , '- , n'-tf.' 9'-10'
<br />'2,'x7'x, 062x. 120 21' -6" I 9' - 7' 1 7' -n' IS'-I' i' - I' , - , l' -II' 11" -4'
<br />S..l F' Ho t I nf} Cxt. 23'-6" 2J'-6' 18' - 7' 16'-6' lS' - 1'- 1 , - , 13'-1' 12'-4'
<br />w/<lns.rT
<br />2'x8" x. 072x, ~~4 . EE'-B. ~U' -I:r 1 r -1/' 16'-0' 14'-7' 13'-6' '- , ,- I"
<br /> ~'
<br />24'-10' ee'-8" .J~' -7' -
<br />S*l' MtJ t I nl"J xt. 1 7' -6' 16'-n' 14'-10' '- n' ":-1
<br />2'x'J'x. 072x. e24 E~'-e. ~-1l. 1 !I' -10' 17' -51' 16'-2' 15' -0' , - , ;,~~'
<br />S.I' Hotlnl"J Cxt. e7' -6' 2:5'-2' 21' - 9' 1 9' -6' J 7' -9' 16'-5' , - , 14'-6'
<br />
<br />DAVID NORRIS ENGiNeERING
<br />DCSl~D TD "91 STANDARD BUILDING CDJJC
<br />PER C~T, 16'" F'DIf 110 HPH t/IND
<br />
<br />1-8
<br />Pg,
<br />
<br />NOTC,
<br />VALUCS HAY Be INTERPQ.ATED FOR INTERNEDIATE LENGTHS OR SPACINGS
<br />
<br />EXPIRES AFTER 2-01-03
<br />
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