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EDGE BEAM SPAN TABLE MAXIMUM COLUMN SPACING ---MI1~uf{;r RDl 'F PAN SPAN (I NCL. FT. a H.) EDGE BEAM SIZE 4' 6' 8' 10' t 2' 14' 16' 1~ 2 X 2 X . 044 6'-'" 5'-6' 5'-0' 4'-6' 4'-r 3' -11' 3'-8' 3'-6' Po tl 0 Cxt. 7'-2' 6' -3' 5'-8' 5'-2' 4'- , 4' -5' 4'-2' 4'-0' 2 X 3 X . 050 8' -1 A' 7'-8' 6' -10' 6' -;;1' 5' -),0' '- 5' 5'-2' 4' -10' Po tl D Ext. 1 0' -0' 8'-8' 7' -9' 7' -1 ' 6'- , I '- , 5' -10' 5'-6' 2 X 3/: .050 7' -10' 6' -10' 6' -I' :}' -I" 5'-2' , -'0' 'I' -7' '1'-'1' TI (t xt. 8'-8' 7'-8' 6' -10' 6'-3' 5' -10' 5'-6' 5'-2' 4' -10' 2 X 4 X . 044 13' -,,' 11 ' -8' 10' -::5' ':J -6' tJ' -10' 8'-3' 7' -':J' 7'-'1' X .120 S. H. B, 1 4' -8' 12'-10' 11 ' -6' 1 0' -6' ~' -~' ~'-2' 8'-8' 8'-2' 2 X 4 X , 0::50 9' 10' 8' -7' 7'-8' 7'-0' 6' -6' 6 -/:' ::5' -':J' ~' -0' TI ( t Cxt. 10'-10' 9' -7' 8'-8' 7' -10' 7'-3' 6' -10' 6'-5' 6' -1 ' 2 X 6 X . 055 1 9' -0' 16' -7' /4'-10' 13' -7' 12' -7' 11 ' -9' U ' -:1. ' 10'-6' X . 1 20 S. H. B, 20' -1 A' 1 8' -2' 16' -3' 14' -11' 1 3' - 9' 12' -1 0' 1 2' -2' 11 ' -7' 2X 7 X . 062 18' -1 0' 16' -J o~ 1 5' -5' 14' -4" 13' -::5" 1 2' -B' 1 i!' -0' X .120 S. M. B. PD' -8' 1 B' -6' 16' -11' 1 5' -8' 1 4' -B' 13' -11' 1 3' -2' 2X 7 X . 062 el ' -e" 1 ~' -'I" 17' -10' 16' -9' 1:i'-10' I 5' -0' S. M. B. W/INSERT 23'-3' 21 ' -3' I 9' -8' I 8' -4' I 7' -4' 16' -6' 2 ,X 8 X . 07Z i!U -;:" 18' -11 ' 1 7' -8" 16' -8' 1 ::5' -10' X.224 S, M. B. ee' -::5" 20' -9' 1 9' -5' 18' -4' 1 7' -5" 2X 9 X , 072 /:/:'-6' eo' -~' 1 ~' -6' 1 8' -6' 1 /' -6' X.224 S. M. BO' e4' -10" 23'-0' 21 ' -7' eo' -5' 1 5" -'I' . -l j-L' O/H (TYP. ) -l j-L' O/H (TYP. ) 1/4' /FT. (HI N, ) !;E !;E t:l ::a: 1 c' AL. ROOF PANS t:l ::a: ~ ~ ~ ~ too) Q:j VI ~ ~ ~ ~ is L..i is t.,j SPAN t.,j EDGE BEAM PLAN CENTER BEAM PLAN MAXIMUM COLUMN SPACING - SI MPLE SPAN CONTINUOUS Rl 10F PAN SPAN CCNTER BEAM SIZE 5' 6' t:/, 10' Ie' 14' 16' 18' e"x~"x, 055x. I_eo jr-r I 3' -8' 11'-10' 1 0' -8' ~' -5/" 5/'-0' '- , 7' -II' S~( F Mo tl no Ext, ' - , 1 5' -0' 1 3' -0' 11 ' -8' 10'- , 9' -10' '- , 8'-8' e' xl' x. o 62x. 120 1/'-1' I 5' -7' 1 3' -5' 1 2' -0' 11' - , 10'-2' '- , 9'-0' nS~( F Ho tl nD Cxt. 18' -10' 1 7' -1 ' 14' -8' 1 3' -2' 12' - , 11 ' -2' 0'-6' 9' -1 A' 2'x7'x. o 62x. 120 /:1 -6' 1 9' -7' t 7' -0' 15' -I' I 3' - 9' 12' -r 1 ' -11 ' 11 ' -4' S~( F Ho tl ng Ext. e3'-6' 21' -6' 1 8' -7' 16' -6' 1 $' -2' 14' - , 13' -I' 12' -4' w/Ins~rt 2' x8' x, o 72x. 224 ~e' -8" /:U -t!- 1/ -11 - 1 6' -0' 14' -7' 1 3' -6' '- , 11 ' -II' S~( F Me tl no Cxt. e4' -10' ee' -8" 15/' -7' t 7' -~, 16' -0' 14'-10' '- 0' 1 3' -0' 2' x9' x, o 72x. 224 i!::5'-i!' i!i!' -11 ' 1 5/' -J 0' 1 7' -9' 1 6' -2' 1 5' -0' '- , 13' -3' S.( F He tl no Cxt. 27' -6' e5'-2' 21 ' -9' , 9' -~, 17' -Cil' 16' -5' '- " 14' -6' CENTER BEAM SPAN TABLE DAVID NORRIS ENGINEERING DESI GNED TO ' 97 STANDARD BUILDING CODE PER CHAPT. 1606 FOR 110 HPH ill ND /-8 Pg, 1 - E !!SlI!!. VALUES HA Y BE 1 NTERPOLA TED FOR 1 NTERHEDI A TE LENGTHS DR SPACINGS EXPI RES AFTER FEA 1, , 01