|
<br />rnr;r RFAH SIZF
<br />2 x 2 ~ ' 044
<br />Pat/ 0 ~xt,
<br />2 X 3 ~ ' 050
<br />Po t/ 0 ~xt,
<br />
<br />~
<br />~
<br />
<br />Tit t ["xt:
<br />2 X 6 X , 055
<br />X . 1 20<', H, B,
<br />2 X 7 X , 062
<br />X , } PO<:, M. R.
<br />2 X 7 X . 062
<br />S, H. B, "'/1 NSCRT
<br />2 X 8 X . 072
<br />X , 224 S. M, B,
<br />;: X 9 X , 072
<br />x . PP4 S, H. B,
<br />
<br />EDGE BEAM SPAN TABLE
<br />
<br />MAXI HUH COLUHN SPACI NG - Ftllfh ~uffu1N
<br />
<br />~ PAN SPI-'V (fNCL..n 0, H )
<br />.. R' 10' 14'
<br />'-' "-0' 4'-6' ~-c' 3'-11'
<br />'-' ~r-- " -2' 4' -9' 4' -5'
<br />'- 6'-10' 6' -3' '-la' ~'-6'
<br />- 7'-9' 7'-1' '-I 6'-2'
<br />6'-10' 6'-) :J'-I -C!' 4'-10'
<br />_-' 6'-10' 6'-3' ." 5'-6'
<br />,10 -;:) ':/' -(>' Ii -;1'
<br />/J -6 10' -6' 9' -2'
<br />7'-8' 7'-0' 6'-c'
<br />'-7' B' -8' 7' -10' 7' -3' 6' -1 0'
<br />, (" -7' 1 4 -1 0 ' J 3' -7' 1 2' -1' 1 1 ' - 9'
<br />'8'-c' J6'-3' J4'-11; 13'-9' 12'-JO'
<br />18'-10' 16'-10' 15'-5' 14'-4' 13'-5'
<br />20'-8' 18'-6' 16'-11' 15'-8' 14'-8'
<br />eJ -c' J'7'-4 /'-JU 16'-'1'
<br />23' -3' 21' -3' 19' -8' 18' -4'
<br />eU -;:) 18' -I 1 11' -8'
<br />22'-:J' eO'-9' 19'-5'
<br />cc -6 20' -9' J ':/' -(>
<br />24'-10' 23'-0' 21'-7'
<br />
<br />4'
<br />-4
<br />, -2'
<br />, -10'
<br />0'-0'
<br />-10'
<br />8'-8'
<br />':r -
<br />4' -
<br />'-1 '
<br />0'- 0'
<br />1 9' -0'
<br />cO' -10'
<br />
<br />--j f-1' O/H (TYP, )
<br />
<br />~
<br />~ ~
<br />~ g
<br />~
<br />
<br />1/4' /FT. (HI No )
<br />
<br />12' AL, ROOF PANS
<br />
<br />SPAN
<br />
<br />
<br /> "
<br />--J f-1' O/H (Trp, )
<br /> 1/4' /FT.
<br />~
<br />....
<br />~ ~ ~
<br />~ g ~
<br />~ ~
<br /> SPAN SPAN
<br />
<br />E:DGE: BeAM PLAN
<br />
<br />3'- ,
<br />4' - ,
<br />~' - ,
<br />5' - 1 0 '
<br />4' -I'
<br />5'-e'
<br />I -':/'
<br />8'-8'
<br />~' - 9'
<br />6'-5'
<br />
<br />/J -1
<br />12' -2'
<br />12' -8'
<br />13'-11'
<br />J;:)'-JO'
<br />11' -4'
<br />J 6' -B'
<br />18' -4'
<br />J Ii' -6
<br />eo ' -~'
<br />
<br />
<br />JR'
<br />
<br />3'-~'
<br />4' - ,
<br />4' -10'
<br />5'-6'
<br />4' -4'
<br />4' -10'
<br />1 -4
<br />8'-2'
<br />~ -6'
<br />6' -1 '
<br />10'-6'
<br />JJ ' -7'
<br />JC -0
<br />I '-P'
<br />i '-0'
<br />U' -6'
<br />1 -10
<br />I l' -~'
<br />1/ -6
<br />1 9' - 4 '
<br />
<br />CE:NTE:R BE:AM PLAN
<br />
<br />CENTER BEAM SPAN TABLE
<br />
<br /> HAXIMUM COLUMN SPACING - SIMPLC SPAN
<br /> CONTINUOUS
<br /> Rl 'OF PAN Si 'AN
<br />ceNTeR BeAM SIl[ ~' 6' R' 10' Ie' 14' 16 ' J B'
<br />2' x6' x, 0~5x, 120 1r-r 3'-8' 11'-10' 10'-8' -':/' /. -0 ' - , 7' -11 '
<br />Sri f Ma tl no Cxt. ' - , 1 Y -0 ' I.'?' -0' I' -R' , - , -1, , , - , R' -R'
<br />e' x7' x, 062x. 120 I l' -I ' 1 ':' -7' 13' -5' 1 2' -0 ' , - 0'- , - , 9' -0'
<br />S,I f Mo tl no rxi, 18'-10' I 7' -I' I 4' -R' 1 3' -c' , - l' - 0'- (" Q' -I,f'
<br />2' x7' x. 062x. 120 21 -6' 1 9' -7' 17' -0' 1 " -1 ' , - , '2'- , , - J ' 11 ' -4'
<br />Sri f Ha tl n{) Cx't. 23'-6' 21 ' -6' 18' -7' 1 6' -6' 1 " -2' 1 -4' -0' 1 3' -1 ' 12' -4'
<br />,,/Insrrt
<br />2' x8' x, o 72x, 224 22'-8' 20 -8' 11'- 1 6' -0' 1 4' -7' 1 3' -6' , - , 11'-11'
<br />C:rl f MfJ tl no Cxi, 24'-10' 22'-8' 19' -1' I 7' -~, I~' -0' 4' -10' , - 0' 1 3' -0 '
<br />2' x9' x, o 72x. 224 C!;:)' -i!' i!c' -11 19'-10' 17' -9' 16'-2' 1 " -0' , - , J 3 -3'
<br />S,I f Ma tl no Cxt, 27' -6' 25'-2' i!1 -9' I Q' -{,' 17' -9' 16' -5' , - , 14' -6'
<br />
<br />NOT[,
<br />VA(. (..ItS ~A r Ie noireRPCM.A TeD FOR I NTeRHCDJ ATe l.CN<JTHS OR SPAC/ N<JS
<br />
<br />DAVID NORRIS CN<JINC[RING
<br />DCSI GNCD TO ''J7 STNVDNlD IUIt.DI NG COJ)[
<br />PCR CH.4PT, 160' FlR 1 I 0 HPH III ND
<br />
<br />Pg, 1 - B
<br />
<br />CXPI RCS AFTCR Fel, J, ' 01
<br />
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