01-0062 - Laserfiche WebLink

Browse Search

v t..uu~ HEAM SPAN TABL~ MAXIMUM COLUMN SPACING - S I MPU: SPAN . CONTINUOUS ROOF PAN SPAN (INCL. 1 FT. O. H. ) E:DGE BEAM SIZE: 4' 6' 8' 10' 12' 14' 16' 18' 2 X 2 X . 044 6' -4- 5'-6' 5' A' 4' -6' 4'-2' 3' - / / ,- 3'-8' 3'-6' Patio Ext. 7'-2' 6"-3' 5'-8' 5' -2' 4' -9' 4'-5' 4'-2' 4'-0' 2 X 3 X .050 8'-10' 7'-8' 6' -JO' b' -:.J' 5' -JO' 5'-6' 5'-2' 4' - 1 0' Patio Ext. 10'-0' 8' -8' 7' -9' 7' - l' 6' -7' 6'-2' 5'-10' 5'-6' 2 X 3 X .050 7' - 1 A' 6' -JO' 6' - l' :J '7 _5' 2' 4' 10' 4' -7' 4'-4' T i It Ext. 8'-8' 7'-8' 6' la' 6' -3' 5' la' 5' 6' 5'-2' 4' -10' 2 X 4 X . 044 1:.1 -4' 11'-8' /0 -y ';f -6 8 - /U- 8' - J' / -9' / -4' X /20 S. M, B. 14'-8' 12'-JO' 11 ' -6' /U' -b' 9' -9' 9' 2' 8' -8' 8' -2' ex 4 X .050 9' -10' 8' -7' 7'-8' 7' -a' t; -6 ' 6 -2' 5' -9' :" -6- T i It Ext. 10' -10' 9' -1' 8' -8' 7' - JO' 7'-3' '. 6' - J 0' 6' -S' 6'-1' 2 X 6 X .055 19' -a' 16' -1' 14' -JO' 13' -1' 12' -1' 1 J ' - 9' /!'-1' 10' -6' X 120 S. M, B. 20' -la' 18'-2' J 6' - J' 14'-11' 13' -9' 12' -JO' 12' -2' 11' -7' 2 X 7 X . 062 18'-10' 16' -JO' 15' S' 14' -4' 1 J' -~' '-2' -.Jt' Itf -u- X 120 S. M. B. 20'-8' 18'-6' 16'-11' 15' -8' 14'-8' 13' -11 ' 13'-2' 2X 7 X .062 cl'-2' 19' 4' 17 - 1 0' 16' -9' /:)' - JO' 15' -0' 23' -3' - /7' -4' 16'-6' S. M. B. II/INSERT 21'-3' 1 9' -8' 18'-4' 2 X 8 X . 072 cu' -j- 18' -1 1 ' 1 7' -8' 16'-8' Ij' -lU- X ,224 S. M. B, 22'-:)' 20' 9' 19' -S' 18'-4' 17' -:)' 2 X 9 X . 012 CC -6 tfO' - 5i' I 5i' -6 - 18' -6 1/ -0 X ,224 S. M, B, 24' -JO' 23' -a' 21' -7' 20' -5' 19' -4' - -j ~ 'O/H (TYP. ) -j f-1' O/H (TYP. ) 1/4' /FT (MIN. ) //4' /FT. (HIN. ) ~ ~ .... /2' AL, ROOF PANS .... , A , AN 1...1 ~ 1...1 ~ ~ <It ~ ~ ~ VI ~ \.0\ ~ ~ t:I ~ ~ ~ :::> El e G ~ I-,; 1...1 SPAN t3 SPAN t.,j SPAN ~DG~ B~AM PLAN C~NTLR BLAM PLAN MAXIMUM COLUMN SPACING - SIMPLE SPAN CONTINUOUS ROOF PAN SPAN CENTER BEAM SIZE 5' 6' 8' 10' 12' 14' 16' 18' 2' x6 ' x, 05Sx, 120 -1 r -0' 13' -8' 11' -10' 10'-8' 9' -9' 9' -0' , - , 7' -11 ' S elF Ma t i no Ex t. ' -6' lS'-O' 13' -a' 11 ' -8' 10'-8' 9' - JO' , - , 8'-8' 2' xl' x. 062x, 120 1/' -I' IS' -7' / J' -5' 12'-0' 11 ' -a' 10'-2' , - , 9'-0' SelF Matino Ext. 18' -10' 17' -1 ' 14' -8' 13'-2' 12'-0' 1 1 ' -2' 0'-6' 9' - J D' 2' x 7' x. 062x. 120 21 -6' 19,' -7' / 7' -n' 15' -1' J 3' -9' 12' -8' 1'-11' 11' -4' S elF Ma t i ng Ext. . 23'-6' 21'-6' 18' -7' 16' -6' 15'-2' 14'-0' 13' -1 ' 12'-4' w/ Insert 2' x8' x. 072x. 224 ~' ~' cU' 'l;j 17 '11' 16'-D' 14' -7' 13' -6' 1. , , 11' -JJ' SelF Matino Ext. 24' 10' 22' -8' 19' -7' 1 7' -6' 16'-0' 14'-10' 1. , n' 13'-0' 2' x9' x, o 72x. 224 25'-2' E'- J~' J 9' - J u' 11' -9' 16' -2' J 5' -0' , - , 13' ~' SelF Matino Ext, 27' -6' 25' 2' 21 ' - 9' 19' -6' J l' -9' 16'-5' / . , , 14'''6' CENTER BEAM SPAN TABLE NorD VALUCS MAY BE INT[RPOLATCD F{]R INT["f;>M[DIATE LENGTI;S OR SPACINGS DAVID NORRIS CNGINECRING DCSIGNCD ro '97 srANDARD BUILDING CODC PO? CHAPr /606 FOR J 10 HPH IIIND Pg, 1 - B r,.n'nr~ A~P~" ~~~ r I~.