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<br /> lJ <br /> EDGE BEAM SPAN TABLE (OPEN BUILDING) ! <br /> ~ <br /> HAX IHUH COLUHN SPACING - S fGt,C SPAN . <br /> C INUOUS ~ <br /> ~D(;E" R~AN SPAN <br />EDGE BEAM SIZE 10 12 14 1& 18 20 Sx ~ <br />2'x2'x.044 4'- 6' 4'- 2' 3 '-I 0' 3'- [J' 3'- 6' 3'- 4' 0.23 <br />pf'J.t/n rxt. 5'- 6' -:af'- "(f' 4'- 8' 4'- 1'.' A'- 2' 4'- 0' ~~ <br />2'x3'x.050 6'- 4' 5'-10' 5'- 4' 5'- 2' 4 '-10' 4'- 8' 0.44 <br />Po t I 0 rxt. 7'- 6' 7'- 0' 6'- 6' 6'- p' .tt '-10' 5'- 6' ~:; <br />2'x3'x.050 5'- 6' 5'- 2' 4'-10' 4'- 6' 4'- 4' 4'- 2' 0.35 ~, <br />~'- 8' _ .~'-'n' 5'- 1'.' 5'- p' 5'- D' ~I: ...... <br /> '- 4' 8'- 0' 7'- 8' 7'- 2' 6'-10' 0.98 a <br /> '- 2' 9'- 8' '- p' 8'- 8' 8'- 4' ....... <br />. 7'- 0' ~'- 0' '- 8' 5'- 4' 5'- 2' 0.55 ~~~ - <br /> ....c., "- <br />Tilt Fxt 8'- 4' 7'-10' '- 4' '-1 D' 1'.'- 6' 6'- 2' ~~~ <\l <br />2'x6'x.055x.120 13'- 2' 12'- 4' 11'- 6' 10'-10' 10'- 4' 9'-10' 1. 97 , 14 ~ <br />_4'-8' 13'-10' 13'- 0' 12'- 4' 11'- 8' c., ... <br /> 13'-10' 13'- 0' )2'- 4' 11 '- 8' 1 J '- 2' 2.:U j~~ <br />. 16'- 8' 15'- 8' 4'- 8' 14'- 0' 13'- 4' ~~~ ~ <br />2 x x.062x. - 17'- 6' 16'- 4' 15'- 4' 14'- 8' 14'- 0' 4.00 ........ .... <br />S, 'f Ma t I n{) Ext, 22'- 8' 21'- 0' 19'- 8' 18'- 6' 17'- 6' 16'- 8' ~~~ ~ <br />w/ In~~,.t <br />2'x8'x.072x,224 19'-10' 18'- 4' 17'- 2' 16'- 2' 15'- 4' 14'- 8' 4.44 <br />Sf! (f' Ma tin a rxt. 23'-10' 22'- 0' 20'- 8' 19'- 6' 18'- 6' 1'7'- 8' <br />2'x9'x, 072x, 224 22'- 0' eo'- 4' J9'- 2' J8'- 0' 17'- 0' J 6'- 4' 5.47 <br />S~(f' Hatlno Ext. 26'- 6' 24'- 6' 22'-10' 21'- 8' 20'- 6' 19'- 6' <br />2'x9'x, 072x. 31 0 24 ' - 6' 22'- 8' 21 '- 2' 20'- 0' 19'- 0' 18'- 2' 6.77 <br />Self' Hatlno Ext, 29 ' - 6' 27'- 4' 125'- 6' 24'- Q' ?P'-TO' 21'- 8' <br />-1 ~ 'Q/H (TYP.) ~ -1 ~ 'Q/H (TYP.) ~ <br />-~ i-t -~ ... ..l/4'/FT."HI~ ) <br />I <br /> 1/4'/FT. (HIN, ) ~ ~~ <br />~ ~ <br />.... .12' AL , RDI1F PItHS \ 12' AL ~(J[]F' PANS ~ <br />(.) ~ \. <br />'C: ~ ~~ ~ <br />~ <br /> <br />ei ~ <br />~ ~ <br />8 <br /> <br />SPAN <br /> <br /> <br />81 <br />~ <br />8 <br /> <br />~ <br />~ <br /> <br />~ <br />~ <br />~ <br /> <br />SPAN <br /> <br /> <br /> <br />~DGE BEAM PLAN <br /> <br />CENTER B~AM PLAN <br /> <br /> <br />CENTER BEAM SPAN TABLE (OPEN BUILDING) <br />HAXIHUH COLUHN SPACING SIMPLE SPAN <br />CDNTINUOUS <br /> <br /> 12 ' 14' <br /> 9'-9' 9'-0' <br />16 ' -6 ' 15'- 0 12 ' -4 ' 11'- 8' 10'- 8' 9'-10' <br />16'- 6' 1~'- 0 12'- 4' 11 '- 8' 10'- 8' 9'-10' <br />19'-10' 18'- 0' 14'- 8' 14'- 0' 12'- 8' 11 '-10' <br />20'- 8' 18'-10' 15'- 4' 14'- 8' 13'- 4' 12'- 4' <br />24'-10' 22'- 8' 18'- 6' 17'- 6' 16 '- 0' 14 '-10' <br />21 '-10' 19'-10' 14'- 0' 0' <br />26'- 2' 23 '-J 0' 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 />