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<br />EDGE BEAM SPAN TABLE
<br />
<br /> HAXIHUM COLUMN SPACI NG - f:h7fh ~uffu1N
<br /> ROOF PAN SPAN (INCL. FT. O. " )
<br />E:DGE BUiM SIZE: 4' 6' 10' 12' 1 4' 18'
<br />2 X 2 X , 044 -of ' - , "-0' 'f'-6' 4'-2' 3' -} 1 ' 3'- , 3'-6'
<br />Po tl 0 Cxt. ' -2' , - , --y-=sr- "-2' 4' -9' 4'-5' 4'- , 4' -0'
<br />2 X :1 X . 050 ' -1 0' , - 6' -10' 6'-3' "-}O' 5'-6' 5'- , 4' -) 0'
<br />Po tl 0 Cxt, 0'- 0' - 7' -9' 7' -} , 6'-7 6' -2' 5' - 10' 5' -6'
<br />2 X 3 X , 050 " -) 0' 6'-}0' 6' -} , ",' -I 5'-2' 4 -} 0 4' -7' 4' -4'
<br />TI I t ~ x t. 8'-8' 7'-B' 6' -} 0' 6' -:r 5' -10' 5'-6' 5'-2' 4' -10'
<br />2 X 4 X 044 } 3'- } } , -8' }O'--" ';I' -0' 8' -} 0' 8 -:i' I' -'7' -'I'
<br />X 120 S, H, B. 14' - , 12'-}0' } } , -6 ' } 0' -6' 9'-9' 9'-2' 8'-8' 8'-2'
<br />C X 4C: 0'0 9' -I , 8' -7' 7' -8' 7'-0' 6'-6' 6' -c' 5' -9' ,. -0'
<br />TI I t x t. } 0' - 0' 9' -7' B'-8' 7' -} 0' 7' -3' 6' -} 0' 6'-5' 6' -I '
<br />2 X 6 X 055 1 9' -0' 1 6' -7' 14 -10' 13' -7' } 2' -7' 11 ' -9' j I ' -I } 0 -6
<br />~ 20' -} 0' 18'-2' 16'-3' 14'-}1' 13'-9' 12'-10' 12' -2' 11'-7'
<br /> IB'-10'~15'-5' } 4' -0/' } 3' -5' 12' -B' } C -0
<br /> 20'-8' 16'-11' 15' -B' } 4' -B' 13'-}}' 13' -2'
<br />2 X X. - 'j' -4' } I - 0 16' - 9' , - O' 1 " -0'
<br />S M B. II/I NSCRT 23'-3' 21 ' -3' 1 9' -B' } 8' -4' I 7' - 4' } 6' -6
<br />; X2;/S ~l~. i:10 --' } 8' -} } } 7 -8' 16' -8' J,' - U
<br /> ee'-5' 20' -9' } 9' -5' I 8' - 4' 1 7' --"
<br />2 X 9 X . 072 c:c: -0 i:10 -'7' I '7' -0 8 -6 J / -6
<br />X 224 S M. B. cof'-IO' 23'-0' 2) , -7' 20' -5' } 9' -4'
<br /> ,
<br />
<br />-j f-L' O/H (Trp. )
<br />
<br />
<br />}/4'/FT. (HIN.)
<br />
<br />Ii
<br />~ ~
<br />~ g
<br />~
<br />
<br />)2' AL, RQOF PANS
<br />
<br />SPAN
<br />
<br />CDGC BCAM PLAN
<br />
<br />-1 f-L' O/H (Trp. )
<br />
<br />Ii
<br />~
<br />~
<br />
<br />~
<br />g
<br />
<br />}/4'/FT,
<br />
<br />
<br />!
<br />S
<br />
<br />~
<br />~
<br />
<br />SPAN ~
<br />
<br />CCNTCR BCAM PLAN
<br />
<br />CENTER BEAM SPAN TABLE
<br />
<br />MAXI HUM COLUMN SPACING - SIMPLC SPAN
<br />CONTI NUOUS
<br />
<br />CENTER BEAM SI ZE.
<br />C' x6' x, 0'5x, } eo
<br />S~I f Mo tl no Cxt.
<br />2' x7' x. 062x. } 20
<br />Sri f Ma tl no Cxt.
<br />2' x7' x. 062x. 120
<br />S~' f' Ho tl n~ [xt.
<br />,../In:i~rt
<br />2' x8' x. o 72x. 224
<br />S~{ f' Ho tl no [xt.
<br />2' x9' x. o 72x. 224
<br />Sri f' Mo tl no Cxt.
<br />
<br />ROOF PAN SPAN
<br />} 0'
<br />}O'-8'
<br />II' -8'
<br />1 2' -0 '
<br />/ .1' -P'
<br />1 " -1 '
<br />1 6' -6'
<br />
<br />5'
<br />
<br />,r-r
<br />1_ ,
<br />
<br />) 7 -)
<br />IB'-10'
<br />2) -6'
<br />23'-6'
<br />
<br />6'
<br />I 3' -8'
<br />15' -0
<br />1 " -7'
<br />/7' - ,
<br />/9' -7'
<br />21 ' -6'
<br />
<br />8'
<br />11'-10'
<br />/ :]' -0'
<br />13' -5'
<br />4'-B'
<br />17' -n'
<br />1 B' -7'
<br />
<br />cc'-8'
<br />20/'-10'
<br />25'-2'
<br />27'-6'
<br />
<br />cO -8 ) I' -) )
<br />22' -8' 19' -7'
<br />22'-)1' 19'-10'
<br />25' -2' 21 - 9'
<br />
<br />1 6' -0'
<br />7' -/;,
<br />17' -9'
<br />I 9' -/;,
<br />
<br />12'
<br />-9
<br />, - ,
<br />, - ,
<br />, - I'
<br />')' - ,
<br />
<br />} " -2'
<br />
<br />10/' -7'
<br />} 6' -0'
<br />16' -2'
<br />/ 7' - 9'
<br />
<br />14'
<br />9' -0'
<br />9' -1 0'
<br />'0'-2'
<br />l' -2'
<br />2'-8'
<br />10/' -0'
<br />
<br />Ie
<br />
<br />J 8'
<br />7' - J1 '
<br />8'-8'
<br />9' -0'
<br />9' -/0'
<br />11 ' -4'
<br />} 2' -4'
<br />
<br />'- ,
<br />
<br />'- ,
<br />
<br />, - ,
<br />
<br />0' -f,'
<br />, -/1 '
<br />13' -1 '
<br />
<br />} 3' -6'
<br />14'-10'
<br />1 5' -0'
<br />/ 6' -~'
<br />
<br />}} -I}'
<br />} 3' -0'
<br />} 3' -3'
<br />} 0/' -6'
<br />
<br />'- ,
<br />
<br />'- 0'
<br />I _( ,
<br />.. - ,
<br />
<br />NOT[.
<br />~""-i.JCS ~Ar IC /lvrCRPDl..ArCD FOR INrCRHCDIArC LCNGTHS DR SPIlC/NGS
<br />
<br />DA VI D NDRRI S Oo/G) HCCRI N(j
<br />DCS)GNeD TO "J7 STANDl4RD IUlLD}NG CODe
<br />PCR CfWT. } 606 FOR J J 0 HPH 'II ND
<br />
<br />Pg. 1 - B
<br />
<br />CXPI RCS AFTeR FCI. 1, , O}
<br />
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