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<br />-Eli ,050"
<br />SX-, 23 SX=, 44
<br />I 2 I 3"
<br />2' x 2' 2'" x 3'"
<br />
<br />J,a~~ HEIGHT/SPAN
<br />3' , - 2'
<br />4' I , - ,
<br />;' - ,
<br />, , - ,
<br />'fT - I
<br />~r , - 4'
<br />, 7' - 0'
<br />P Si - 8'
<br />
<br />6"
<br />
<br />120" 2' x 6'
<br />
<br />SX-l. 97
<br />
<br />~~#1 HEIGHT/SPAN
<br />3- 35' - 4'
<br />4' 30' - 8'
<br /> , , - 4'
<br /> , 5" - 0'
<br /> , , - 2'
<br /> , , - 8'
<br /> p 0' - 6'
<br />T , ?;, - 4'
<br />
<br />
<br />J,a~\ \'6l HE! GHT /SPAN
<br />3' J 6' - 8'
<br />4' 14' - 6'
<br />5' J'f' - 0'
<br />6' 11' - 10'
<br />7' 11' - 0'
<br />8' 10' - 2'
<br />9' 9' - 8'
<br />fO' 9' - 2'
<br />
<br />
<br />9"
<br />
<br />.s~\#1 HE! GHT /SPAN
<br />3' 53' - 2'
<br />4' 46' - 0'
<br />5' 41 ' - 2'
<br />6' 37' - 6'
<br />7' 34' - 10'
<br />8' 32' - 1;'
<br />9' 30' - 8'
<br />0' 29' - 0'
<br />
<br />
<br />
<br /> .050" .
<br /> ~
<br />.050" .
<br /> ,..,
<br />SX=. 35 SX=. 55
<br /> 2" 2"
<br />3' Tit t 4' Tit t
<br /> - 6'
<br />, - 4'
<br /> - 1- , ,
<br /> - 1 ,
<br /> ,
<br /> ,
<br />
<br />
<br />
<br />7"
<br />
<br />2' x 7' S, />1. B,
<br />
<br />1
<br />
<br />
<br />.120
<br />
<br />SX=2. 54
<br />
<br />~q~\o/Il HE! GHT /SPAN
<br />3' 40' - 2'
<br />4' 34' - 10'
<br />5' 31 ' - 2'
<br />6' 28' - 4'
<br />7' 26' - 4'
<br />8' 24' - 8'
<br />9' 23' - 2'
<br />0' 22' - 0'
<br />
<br />.062
<br />
<br />9"
<br />
<br />j
<br />
<br />
<br />.224
<br />
<br />2' X 9' X . 072 X , 224 S. M. B.
<br />
<br />2' X 9' X , 072 X , 31 0
<br />
<br />SX=5, 47
<br />
<br />~~\#1 HEIGHT/SPAN
<br />3' 59' - 0'
<br />4' 51 ' - 0'
<br />5' 45' - 8'
<br />6' 41 ' - 8'
<br />7' 38' - 1;'
<br />8' 36' - 2'
<br />9' 34' - 0'
<br />10' 32' - 4'
<br />
<br />SX=6, 77
<br />
<br />.072
<br />
<br />
<br />TYP! CAL ALUM! NUM CDLUMN & BEAM DETA! LS
<br />,TABLES FOR SCREEN ROOMS & ROOFS ONLY
<br />
<br />"Ell) BEAM SPANS HAY BE INCRCASED 20X WHEN CONTINUOUS OVER
<br />INTERIOR COLUMN SUPPORT
<br />2) ALL BEAM SPANS ASSUME LATERAL PURLlNS (2'x2') . 90' FRAMED
<br />ACROSS ROOF . EACH POST IN SCREENED SI DE WALLS
<br />3) VALUES HIt Y BE I NTERPOLA TED FOR I NTERMEDI A TE LENGTHS OR SPACINGS
<br />
<br />4"
<br />
<br />
<br />2' x 4' S. M. B.
<br />
<br />Li~ .;. HEI GHT /SPAN
<br />3' 5' - ,
<br />4' , - ,
<br />5" 9' -
<br />, , -
<br />, , -
<br />, , - I'
<br />9' , - I'
<br />~, 1 , - ~r
<br />
<br />8"
<br />
<br />2' x 8' S, />1, B.
<br />
<br />1
<br />
<br />SX=4, 44
<br />
<br />.072
<br />
<br />
<br />DA VI D NORRI SENGI NEERI NG
<br />DESI GNED TO ' 97 STANDARD BUILDING CODE
<br />PER CHAPT. 1606 FOR 110 HPH III ND
<br />
<br />EXPI RES AFTER FEB, 1, , 01
<br />
<br />Pg. i-A
<br />
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