|
<br />l"DGF AM SIZE
<br />~X 2 :x't~44
<br />2:~ 3 ~ ',0:50
<br />Pit. T.I t'J "-xT..
<br />2 X 3_X .050
<br />TI it I'xt.
<br />2 X 4 X . 044
<br />X , 11m .~. H. R.
<br />2!<4X.O~
<br />TIlt rxt.
<br />2X6X.055
<br />X . 120 s. H. R.
<br />eX7X.062
<br />X . 120 S. H. R.
<br />2X7X,062
<br />S. N. B. W/INSrRT
<br />. 2 X 8 X . 072
<br />X . 224 S. H. R.
<br />2 X 9 X . 072~
<br />X . 224 S, H. B,
<br />
<br />EDGE BEAM SPAN TABLE
<br />
<br />MAX I HUH COL UHN SPAC I NG - S /J4PLE- SPAN
<br />-CaNT I NUlJlJS
<br />
<br />4'
<br />6'-
<br />7' - I
<br />, ' - I
<br />
<br />0'-
<br />
<br />-1
<br />8' -8"
<br />
<br />f3'-
<br />4'- I
<br />, -1 '
<br />
<br />"- '0"
<br />ii' - I
<br />, -a'
<br />
<br />{,'
<br />5'-6'
<br />&'-3'
<br />7' -fl'
<br />8'-8'
<br />6' -10'
<br />7'-8'
<br />11' -8'
<br />12'-10'
<br />
<br />~' -7'
<br />, -7'
<br />16' -7'
<br />1B'-i!'
<br />18'-10"
<br />i!O'-B'
<br />
<br />RDl r PAf, SPAN (1 NCL. F"T. n. J. )
<br />&" I' IP'
<br />, - I ,,' - 4' -2'
<br />'- 5'-2' 4'-9'
<br />'- D' 6' -3' ~, -10'
<br />7' -9' 7' -1' 6' -7'
<br />{,'-1' :5'-7~ ::r-i!'
<br />6'-10' 6'-3' 5'-10'
<br />10' -.'5' Y' -6~ B' -la'
<br />11'-6' lU'-6' 9'-9'
<br />7'-8' 7'-0' 6 -6'
<br />R' -R' 7' -1(1' 7' -3"
<br />. J4' -10' 13' -' 12' -7'
<br />16'-3" 14'- J' 13'-9'
<br />16' -10' 1~' - fl 14' -4'
<br />18'-6' 16'-11" 15'-8"
<br />21' -2" 19' -4' 17' -10'
<br />23'-3' 21'-3' 19'-8"
<br />eO'-:5' 18'-11'
<br />ee' -5' 20' -9'
<br />ee' -6 ~ -<.ii'
<br />i!4' -10' ~ -0'
<br />
<br />14'
<br />3'-11'
<br />4'-5"
<br />5'-&'
<br />6'-2'
<br />4' -1 U'
<br />5'-6'
<br />8'-3'
<br />9'-e'
<br />
<br />O' -~'
<br />6'-10'
<br />1'- I
<br />, - '0'
<br />, - f'
<br />
<br />, - I
<br />
<br />,_ I
<br />
<br />18'-4"
<br />1 7' -lr
<br />19' -5'
<br />
<br />1 <.ii' -6'
<br />21 ' -7"
<br />
<br />1{"
<br />3'-8'
<br />4' -i I
<br />, -i I
<br />- 0/1
<br />-"
<br />5'-2'
<br />7' - 9'
<br />8'-8'
<br />.'5'-~
<br />6'-5'
<br />11 -1
<br />le'-e'
<br />12'-8'
<br />1 3' - JJ '
<br />1:5' -10'
<br />J 7' -4'
<br />
<br />16'-8'
<br />'Tjj' -4'
<br />18'-6'
<br />20'-5'
<br />
<br /> ~ i-1' O/H (TYP. ) ~ i-1' O/H (TYP. )
<br /> 1/4' /FT. (MIN. ) 1/4" /FT.
<br />~ ~
<br />.., ,12' AL ROOF PANS ...
<br />~ ; ~ :It ~
<br /> ~
<br />~ ~ ~ ~ ~
<br />e L.,j e L.,j ..,;
<br /> ~
<br /> SPAN SPAN ti
<br /> SPAN
<br />
<br />
<br />Til'
<br />3' -6'
<br />4'-{1'
<br />4' - TlJ'
<br />5'-6"
<br />4'-4'
<br />4'-10"
<br />7 -4'
<br />8'-2'
<br />.::J' -6'
<br />6'-1'
<br />10'-6'
<br />I J' - 7'
<br />
<br />I,~ '
<br />'- ,
<br />
<br />1 '- '
<br />
<br />I - 0"
<br />J 7' -~'
<br />
<br />17' -6'
<br />1 <.ii' -4'
<br />
<br />
<br />EDGE BEAM PLAN CENTER BEAM PLAN
<br />
<br />CENTER BEAM SPAN TABLE
<br />
<br /> NAXIHUH COLUHN SPACING - SlHP'h SPAN
<br /> CON NUOUS
<br /> rat PAN SPAN .
<br /> , Rl
<br />';!,i\~ .:,BrAN slzr 5' 6' R' 10' 12' 14' 16' 18r
<br />~ ;,:x.1055x.1'20 -ii'-f 13' -8' 11'-10' 10' -8' 9'-9 ' -0 ' - I 7' ':"1~1'/1
<br /> :,:"HQ,t Ino rxt. ,_ , 15'-0" '''1' -n' I I ' -R' 1 ]' - I , -1 I ,- I R'~Rf :
<br /> ~lx,7~x, 062x. 120 17'-1' 15' -7" 13'-5' 12' -0" , - , , - , ,- I 9'-0' I
<br /> S'i/if'MtJ. tl nt'J Ext, 18' -10" 1 7' - J ' 14' .4l' 1."1' _pI , - I , - I n'~I 0' - I n"
<br /> ?x 7' x, 062x. 120 21 -6' J 9' - 7" , 7' -n' 15'-1" , - " '- , 1'-11" 11'-4"
<br /> S,tF' No t I nf} rxt. 23'-6' 21'-6" 18' -7" 16'-6" 1 ' - " 1 ,- I 13'-1" 12'-4"
<br /> 'fII/lIin~.l"t
<br /> 2')(8'x,072x, ~;4 . ee' -8' eo' -8' 17" -TP 16'-0" 14'-7" 13' -6 I , - I 11 ',-11 '
<br /> . -S./ f' HlJ t I no xt. 24'-10" 22'-8' .J ~' - 7' '7' -I>" 16'-0" 14' -10" '- n" 13"-0'
<br /> 2' x9" x. 072x. 224 25'-e' ee'-11 19'-lD' 17' -9" 16'-2' 1 S' -0" ,- ", 1 3' -3'
<br /> S.IF' HlJ t I no rxt, e7' -6' 25'-2' 21' - 9" 19' _,t;" 17' -9" 16'-.'5" , - I 14'-6"
<br />
<br />~
<br />VAl.UCS HAY BE INTeRPaATeD FOR INTCRNeDIATC LCNGTHS OR SPACINGS
<br />
<br />DAVID NORRIS CNGlNeeRING
<br />DCSIGNCD TO '97 STANDARD BUILDING CODe
<br />peR tHAI'T, J'CM FfJ/f 110 HI'H WIND
<br />
<br />J-B
<br />Pg.
<br />
<br />eXPIRes AFTeR 2-01-03
<br />
|