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~DG~ B~AM SPAN TABL~ MAXIMUM COLUMN SPACING --frJ/fh~ufur ROl F PAN SPAN (INCL. FT. D. H. ) F'DGF" BEAM SIZE 4' 6' R' 10' 12' 1 ii' , J&.' , R' 2 X 2 X . 044 6'-4' 5'-6' 5'-0' 4'-6' 4'-2' 3' -11 ' 3'-8' 3'-6' Pa tl 0 Ext. 7'-2' 6'-3' 5'-8' 5'-2' 4' -9' 4' -5' 4'-2' 4'-0' 2 X 3 :; . 050 8' -10' 7'-8' 6' -1 0' 6'-3' '- 0' '- , 5'-2' 4' -1 D' PatIo xt. 1 0' -0' 8'-8' 7' -9' 7' -1 ' '- 7' ~ ' - 5' -10' 5'-6' 2 X 3 X . 050 7' -1 0' 6' -10' 6' -1 ' ~' -7' - ~, I' - 0' 4' -7' 4'-4' TIt tExt. 8'-8' 7'-R' 6' -10' 6' -3' !5' -10' !5'-6' 5'-2' 4' -10' 2 X 4 X . 044 13' -4' 11 ' -8' 10' -5' !:1'-6' t/' -lCr t/'-;j' /' -)I' 7'-4' X .120 S. M. B. 1 4' -8' 12' -10' 11 ' -6' 1 0' -6' 9' - 9' 9'-2' 8'-8' 8'-2' 2 X 4 X . 050 9' -10' 8' -7' 7'-8' 7' -0' o -0. O'-c. ~'-)' :t -6' TIt tExt. ,n'-ln' 9' -7' 8'-8' 7' -10' 7'-3' 6' -10' 6'-5' 6' -1 ' 2 X 6 X . 055 1 9' -0' 16' -7' 14'-10' 1 3' -7' 1 2' -7' II' -9' 11 ' -1 ' 10'-6' X . 120 S. M. B. 20' -1 0' 1 8' -2' 16' -3' 14'-11' 1 3' -9' 12' -10' 1 2' -2' 11 ' -7' 2 X 7 X . 062 1 8' -1 0' 16'-10' 1 5' -5' 1 4' -4' 13' -5' 1 2' -8' I 2' ~O' X .120 S. M. B. 20'-8' 18' -6' 16' -II' 1 5' -8' 1 4' -8' 13' -I I' 1 3' -~, 2X 7 X . 062 21 ' -2' 1 fjI' -4' 17'-10' 16' -9' 15'-10' 1 5' -0' S. M. B. W/I NSERT 23'-3' 21 ' -3' 1 9' -8' 18' -4' 1 7' -4' 16' -6' 2 X 8 X . 072 20' -5' 18' -11 ' 1 7' -8' 16' -8' 15'-10' X.224 S. M. B. 22' -5' 20' - 9' 1 9' -5' 18' -4' I 7' -5' 2X 9 X . 072 i!i:! -6' 20' -fjl' 1 )" -6' 1 8' -6' 17 -6' X.224 S, M. B,. 24' 10' 23'-0' 21' -7' 20'-5' 19' -4' . -j i2' O/H (TYP. ) 1/4' /FT. (MIN. ) ~ ~ tl ~ )2' AL. ROOF PANS tl ~ ~ ~ ~ ~ (.1 A:i (.1 ~ ~ ~ ~ e:J I..j e:J U SPAN u SPAN EDGE BEAM PLAN CENTER BEAM PLAN C~NT~R B~AM SPAN TABL~ MAXIMUM COLUMN SPACING - SIMPLE SPAN CONTINUOUS R[ 'DF PAN SPAN CENTER BEAM SIZE 5' 6' R' 10' 12' 14' 16' 18' 2' x6' x. o 55x. 120 i i: :~: 1 3' -8' 11 ' -10' 1 0' -8' 9' - 9' !;I'-O' '- , 7' -11 ' Set f' Ma tl no Ext. 1 5' -0' 1 3' -0' II' -8' 10'- , 9' -10' , , R' -R" 2' x7' x. 062x. 120 I 7' -I' 1 5' -7' 13' -5' 1 2' -0' 11' - , 1 0' -2' '- , 9' -0' SlOt f' Ma tl no Ext. 18' -10' 1 7' -1 ' 1 4' -8' 1 3' -2' 12' - , II' -i!' 0'-6' 9' -rtf' 2' x7' x. 062x. 120 21 -6' 1 9' -7' 1 7' -n' 15' -1 ' 13' -9' 1 2' -8' , -11 ' II' -4' Set f' Ma tl ng Ext. 23'-6' 21 ' -6' 1 8' -7' 1 6' -6' 1 5' -2' 14' -0' 13' -1 ' 12' -4' w/Insert 2' x8' x. o 72x. 224 22' -8' 20' -8' 17'-11 1 6' -0' 14' -7' 13' -6' '- , II' -II' SlOt f' Mn tl no Ext. 24' -10' 22'-8' I 9' -7' 17' -6' 16' -0' 14'-10' '- n' 13' -0' 2' x9' x. o 72x. 224 e5'-e' ee' -11 ' 1 fjI' -1 0' 17'-9' 1 6' -2' 1 5' -0' '- , 1 3' -3. Set f' Ma tl no Ext. 27' -6' 25'-2' 21' -9' 19' -!;,' 17' -9' 16' -!5' . , - , 14' -6' DAVID NORRIS ENGINEERING DESI GNCD TO ' 97 STANDARD BUI LDI NG CODE PER CHAPT. 1606 FOR 110 MPH III ND Pg, 1 -E !:!!!If!. VALUES HA Y BE I NTERPOLA TED FOR I NTERHEDI A TE LENGTHS OR SPACINGS EXPI RES AFTER rES, 1, , OJ