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<br />~DG~ B~AM SPAN TABL~
<br />
<br /> --- .- _._..~ "... .,__n_ .________..__ __ .._._.__________ _._._____._.."_"0..__ ______._.._._.__..____.______.____..______
<br /> MAXIMUM C OL UMN SPACING
<br /> 1 FOOT PANEL OVCRHANG/ENCLOSED (DR OPEN) BUILDING
<br /> EDGE BEAM SPAN
<br />EDGE: BEAM SIZE: 10 12 . 14 16 18 --- 20 Sx
<br />I 2'x2'x, 044 4 '- 6 ' 4 '- 2' 3'-10' 3'- 8' 3 '- 6' 3 '- 4' 0,23
<br />, Po tlo Ext, --1--
<br />2'x3'x, 050 6'- 4' 5'-10' 5'- 4' 5'- 2' 4 '- 10' 4 '- 8' 0.44
<br />Po tlo Ext, ------ 1------ ~------- ---'=--
<br />2'x3'x, 050 5'- 6 ' 5'- 2' 4'-10' 4'- 6' 4 ' - 4' 4'- 2' 0,35
<br />T I It E:xt. --
<br />2'x4'x,044x,120 9'- 4' 8 '- 8' 8 '- 0' 7'- 8' 7'- 2' 6'-10' 0,98
<br />Se I f Motlno E:xt, .-- 0,55-
<br />2'x4'x.050 7'- 0' 6/- 6' 6 '- 0' 5'- 8' 5 '- 4 ' 5 '- 2'
<br />T I It E:xt,
<br />2'x6'x, 055x, 120 13'- 2' 12'- 4' 11 '- 6 ' 10'-10' 10'- 4' 9'-10' 1.97
<br />S elF' Mo tin 0 E:xt, -,---- ~-
<br />2'x7'x, 062x, 120 15 '- 0' 13'-10' 13 '- 0' 12'- 4' 11 '- 8' 11 '- 2' 2.54
<br />Self Mo tin 0 E:xt,
<br />2'x7'x, 062x, 120 18'-10' 17'- 6 ' 16 '- 4' 15 '- 4" 14'- 8' 14 '- 0' 4,00
<br />Self Mo tIn g E:xt.
<br />w/ Insert 2'---- f-------- c~
<br />2'x8'x, 072x, 224 19'-10' 18'- 4' 17 ,- 2' 16/- 15'- 4' 14 '- 8' 4,44
<br />SelF Mo tin q Ext,
<br />2'x9'x, 072x, 224 22/- 0' 20 '- 4' 19'- 2' 18'- 0' 17'- 0' 16 ,- 4' ., 5,47
<br />Self Motlno E:xt, 2]7--
<br />2'x9"x, 072x, 310 24'- 6' 22'- 8" 2' 20 '- 0" 19'- 0' 18'- 2' 6,77
<br />Self Mo tin 0 Cxt, -------- ---___ L_______,____~_ - --
<br />
<br />NOTE, SPACING MAY BE INCREASE]) 20Y. FOR BEAMS CONTINUOUS OVER CENTER COLUMNS
<br />
<br />-j f-l'O/H (TYp',) -j f-l 'O/H (TYP,)
<br /> 1/4' /FT, (HIN, ) , 1/4' /FT,
<br />\.:J ~
<br />~
<br />..... 12' AL, ROOF PANS ..... :t:' 12' AL
<br />lJ :t: 'J.
<br />~ l3 e, l3' :t:
<br />t:l:l t:l:ll l3
<br />~ ~ 19l t:l:l
<br />19 ei
<br />:j El :j 1:::11
<br />c3 c3 l..il h:
<br />lJ SPAN lJ I Cj
<br /> U SPAN
<br />
<br />~DG~ B~AM PLAN
<br />
<br />
<br />
<br />
<br />C~NT~R B~AM PLAN
<br />
<br /> MAXIMUM COLUMN SPACING
<br /> ENCLOSED (DR OPEN) BUILDING
<br /> CENTER BEAM SPAN
<br />CENTER BEAM SIZE 5' 6 ' 7' 8' 9 ' 10' Sx
<br />2'x7'x, 062x, 120 16 '- 6' IS'- 0" 13'-10" 13'... 0" 12'- 4' 11 1- 8' 2,54
<br />Self Matlno Ext,
<br />2'x7'x, 062x, 120 20'- 8' 18'-10' 17'- 6' 16'- 4' 15'- 4' 14 '- 8' 4,00
<br />Self Hating ,Ext,
<br />w/Insert
<br />2'x8'x,072x,224 21'-10' 19/-10' 18 ,- 4" 17 '- 2' 16/- 2" 15 '- 4' 4,44
<br />S elF Mo tIn 0 Ex t ,
<br />2'x9'x.072x.224 24'- 2' 22'- 0' 20 '- 4' J9'- 2' 18 ,- A' 11.1- 0' 5,47
<br />Se I F No fIno Ext, ,
<br />2'x9')(,072x.3IO 26 ,_ 1 0 ' 24'- 6 ' 22'- 8' 21 ,- 2' 20 '- P" 19 "- 0' · 6,77
<br />SelF Matlno E:xt, ,
<br />---
<br />
<br />CENTER BEAM SPAN TABLE
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