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<br />EDGE BEAM SPAN TABLE (OPEN BUILDING) <br /> <br /> HAXIHUH CDLUHN SPACING - SfXf.~ SPAN <br /> INUauS <br /> ~DGF R~AN SPAN <br />EDGE BEAM SIZE 10 IE 14 16 J8 EO Sx <br />2'x2'x.044 4'- 6' 4'- 2' 3 '-1 0' 3'- 8' 3'- 6' 3'- 4' 0.23 <br />PatIo Cxt, 5'- 6' ~'- 0' 4'- 8' 4'- 6' 4'- 2' 4'- 0' <br />2'x3'x,050 6'- 4' 5'-10' 5'- 4' 5'- 2' 4 '-J 0' 4'- 8' 0.44 <br />Po. t I 0 Cxt. 7'- 6' 7'- 0' 6'- 6' 61- 2' 5 '-10' 5'- 6' <br />2'x3'x. 050 5'- 6' 51- 2' 41-10' 41- 6' 4'- 4' 4'- 2' 0,35 <br />TI It Ext. 6'- 8' M"-'-10' 5'- 6' 51- 2' 5'- 0' <br />~9'- 4' 8'- 0' 7'- 8' 7'- E' 6 '-10' 0.98 <br /> 1 '- 2' 9'- 8' 1- , 8'- 8' 8'- 4' <br /> x, 50 7'- 0' - 6' ~'- 0' '- , 5'- 4' 5'- 2' 0.55 <br />TI It Ext 8'- 4' 7'-10' '- 4' '-1 I' 6'- 6' 61- E' <br />2 ' x6 'x, 055x, 120 J 3'- 2' J2'- 4' J 1'- 6' 10'-10' 10'- 4' 9'-10' 1. 97 <br />f' " 1"-'-10'~13'-10' 131- 0' 12'- -4' 11 '- 8' <br /> 15'- 0' 13'- 0' )2'- 4' JJ'- 8' 11 '- 2' 2,~4 <br /> 18'- 0' J5'- 8' 41- 8' J4 '- 0' 13 '- 4' <br />2 x x, 062x. 120 /8'-10' -' 16'- 4' 15'- 4' 14'- 8' 14 '- 0' 4,00 <br />S~If MatlnQ Cx't. 22 ' - 8' 211- 0' 191- 8' 181- 6' 17'- 6' 16'- 8' <br />w/lnsf!>rt <br />2'x8'x,072x.224 J9'-10' 18'- 4' J 7'- 2' 16'- 2' J5'- 4' J4'- 8' 4,44 <br />Self' Ho.tlno Ext, 23'-10' 22'- 0' 20'- 8' J9'- 6' 18'- 6' 17'- 8' <br />2'x9'x,072x.224 22'- 0' 20'- 4' 19'- 2' 18'- 0' 17'- 0' 16'-4' 5.47 <br />Sf!> If' Ha t I no Ext, 26 1- 6' 241- 6' 22'-10' 211- 8' 20'- 6' 19'- 6' <br />2'x9'x,072x,310 e4'- 6' ?2'- 8' 121 '- 2' 20'- 0' 19'- 0' 18'- 2' 6.77 <br />Self' Matlno Cxt, 29 ' - 6' 27'- 4' '25'- 6' 241- 0' 22'-10' 21'- 8' <br /> <br /> <br /> <br /> -1 f-! 'D/H ayp,) <br /> U4'/FT, (NIN. ) <br />~ ~ <br />.... .12' ALf RDDF' PANS <br />tJ ~ ~ ~ <br />~ ~ <br />~ g ~ ~ <br />e ~ <br /> SPAN <br /> SPAN <br /> <br /> <br />EDGE BEAM PLAN <br /> <br />CENTER BEAM PLAN <br /> <br />CENTER BEAM SPAN TABLE (DPEN BUILDING) <br />HAXIHUH COLUMN SPACING SIHPLC SPAN <br />CONTINUOUS <br /> <br /> <br />lj <br />I <br />"'-t <br />~ <br />~ <br />~~ <br />~, <br />~I~ -... <br />() <br />~t;~ " <br />"- <br />~~~ <\l <br />, I(l ~ <br />I.') .... <br />~E~ <br />q~~ ~ <br />...... ... <br />~~~ ~ <br /> <br /> 12' 14 ' <br />x x, x, 9'-9' 9'-0' <br />S, If' Ha tIn Ext, 16 ' -6 ' 15'- 0 13'- 0 12 ' -4 ' 11 '- 8' 10'- 8' 9'-10' <br />2'x7'x, 062x. 120 16'- 6' J5'- 0' 13'- 0' J2'- 4' J J '- 8' 10'- 8' 9'-10' <br />S,lf' H tIn xt. 19'-10' J8'- 0' J5'- 8' 14'- 8' 14'- 0' 12'- 8' 11 '-10' <br />2'x7'x. 06Ex, 120 20'- 8' 18'-JO' 16'- 4' 15'- 4' 14'- 8' 13'- -4' 1E'- 4' <br />S,lf MatlnQ Cxt, 24'-10' 22'- 8' 19'- 8' 18'- 6' 17 '- 6' 16'- 0' 14'-10' <br />w/lns,rt <br />2'x8'x,072x,E24 21 '-10' 19'-10' 14'- 0' 0' <br />S~ I f' Ha tIn Ext, 26'- 2' E3'-10' 16 '-10' 8' <br />2'x9'x, 072x, 224 24'- 2' 22'- 0' 15'- 7' 5' <br />Se l f' Ha tin Ext, 29'- 0' 26 '- 6' 18'- 8' 4' <br />2'x9'x, 072x, 31 0 26'-10' 24'- 6' 17 '- 4' 0' <br />If M tIn t. '- , '- 6' '- 0' '- 4' <br /> <br />