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<br /> HAXIHUH COLUHN SPACING - Sf#t,E SPAN <br /> INUauS <br /> FDGr RFAN SPAN <br />EDGE BEAM SIZE 10 ~ 14 16 18 EO Sx <br />E'x2'x, 044 4'- 6' 3 '-1 0' 3'- 8' 3'- 6' 3'- 4' 0,23 <br />Po t / 0 E:xt, 5'- 6' 5'- 0' 4'- 8' 4'- t;, 4'- 2' 4'- 0' <br />E'x3'x, 050 6'- 4' 5'-10' 5'- 4' 5'- 2' 4 '-10' 4'- 8' 0,44 <br />Po t /0 E:xt, 7'- 6; 7'- 0' 6'- 6' 6 '- 2' 5'-10' 5'- 6' <br />2'x3'x.050 5'- 6' 5'- 2' 4 '-10' 4'- 6' 4'- 4' 4'- E' 0,35 <br />T / It Ext, 6'- 8;.5'-10; 5'- t;, 5'- 2' 5'- 0' <br />2'x4'x,044x,lEO 9'- 4' 8'- 0' 7'- 8' 7'- E' 6 '-10' 0.98 <br />S6lf Hat/no Ext 11'- E' 9'- 8' 9'- 2' 8'- 8' 8'- 4' <br />E'x4'x, 050 7'- 0' ~'- 0' 5'- 8' 5'- 4' 5'- E' 0.55 <br />T I / tExt 8'- 4' - '- 4' 6 '-10' 6'- 6' 6'- E' <br />E 'x6'x, 055x, 1 EO 13'- 2' 12'- 4' 11 '- 6' 10'-10' 10'- 4' 9'-10' 1. 97 <br />S.{f Hat/no Fxt. 15'-10' 14'- 8' 13'-10' 113'- lJ' 112'- 4' 11'- 8' <br />2'x7'x,062x.120 J5'- 0' 13'-10' 13'- 0' i2'- 4' 11'- 8' 11 '- 2' 2,54 <br />S.[f /t4ot/no Ext 18'- 0' 16'- 8' 15'- 8' 4'- 8' 14'- 0' 13'- 4' <br />2' x 7' x, 062x, 120 UI'-10' J 7'- 6' J 6'- 4' 15'- 4' 14'- 8' J4 '- 0' 4,00 <br />S, If Ha t / nl} Ext, 22'- 8' 21'- 0' 19'- 8' 18'- 6' 17'- 6' 16'- 8' <br />1/1/ lns~rt <br />2'x8'x,07Ex,EE4 19'-10' 18'- 4' J 7'- 2' 16'- 2' 15'- 4' 14'- 8' 4,44 <br />S.lf Hat/no Ext. 23'-10' 22'- 0' 20'- 8' 19'- 6' 118'- 6' 17'- 8' <br />2'x9'x,072x,2E4 22'- 0' 20 '- 4' J9'- 2' ~8'- 0' 17'- 0' J6'- 4' 5,47 <br />S~{f Hat/no Ext, 26'- 6' 24'- 6' 22'-10' ~1 '- 8' 120 '- 6' 19'- 6' <br />2'x9'x, 072x, 31 0 e4'- 6' 22'- 8' 21 '- 2' 20'- 0' 19'- 0' 18'- 2' 6,77 <br />S.{f Hatlno Ext, 29'- 6' 27'- .,' 125'- 6' 124'- 0' 122'-10' 21'- 8' <br /> <br />EDGE BEAM SPAN TABLE (DPEN BUILDING) <br /> <br />tj <br />I <br />~ <br /> <br />~ <br /> <br />~ <br />~~ <br />~~ <br />~~ <br />~I~ a <br />~~~ :: <br />~,,~ '\l <br />~~~ ~ <br />!~~ ~ <br /> <br />........ .... <br /> <br />~~~ ~ <br /> <br /> -l ~ 'O/H ayp,) <br /> 1/4'/FT, (HIN. ) <br />~ .12' AL I RDDF PANS ~ <br />~ :t ~ ~ ~ <br />~ <br />~ ~ ~ ~ ~ <br />e ~ <br /> SPAN ~ <br /> <br /> <br /> <br /> <br /> <br /> <br />EDGE BEAM PLAN <br /> <br />CENTER BEAM PLAN <br /> <br /> <br />CENTER BEAM SPAN TABLE (OPEN BUILDING) <br />HltXI/tIUH CDLUHN SPACING SIHPLE SPAN <br />CONTINUOUS <br /> <br /> 12 ' 14 ' <br /> 9'-9' 9'-0' <br />16 ' -6 ' 15'- 0 14'- 0 13'- 0 12 ' -4 ' 11 '- 8' 10'- 8' 9'-10' <br />16'- 6' 15'- 0' 13'-10 13'- 0' 12'- 4' 11 '- 8' 10'- 8' 9'-10' <br />19'-10' 18'- 0' 16'- 8' 15'- 8' 14'- 8' 14'- 0' lE'- 8' 11 '-10' <br />20'- 8' ,18'-10' 17'- 6' 16'- 4' 15'- .,' 14'- 8' 13'- 4' 12'- 4' <br />24'-10' 22'- 8' 21'- 0' 19'- 8' 18'- 6' 17'- 6' 16'- 0' 14'-10' <br />21 '-10' 19'-10' 2' 14 '- 0' 0' <br />E6 ' - 2' E3'-10' 16'-10' 8' <br />24'- 2' 22'- 0' 15'- 7' 5' <br />29'- 0' 26 ' - 6' 18'- 8' 4' <br />26'-10' 24 ' - 6' 17'- 4' 0' <br />'- , 6' 0' - 4' <br />