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<br />Table 3.1.1:
<br />
<br />Allowable Beam Spans - Hollow Extrusions for Screen
<br />and' or Vinyl [Open] Reoms with Solid Roofs
<br />Aluminum Alloy 606J T"i
<br />
<br />10'
<br />11
<br />12'
<br />E,um9ie:
<br />For 2" ;( 2" x 0 .:J44" Extft.jSlon oeam 50a.1 is d:s:ance :::e:-Neef1 up(1'i~13 to e~H~f :ao:e r'Jof oare! ;;ro;ea!on
<br />of ~ 4.'.0" find icad 'N10t:,
<br />L,\N :; 14'/2'" 2' 0 H. = 9' Enter :abieJn ieft :Jncer ':oad ,'t,dth Loao 'l'fdi,' = g'.,')" ?ea<j soa~ wr'lcer
<br />appropnate 'oad'
<br />L~...e Lcad @ 17::. / SqF:. / ~02 '.A,P ~, Load 3eam Span :;
<br />Note:
<br />Giass ,~ooms Tne 3ad:tJcn of alum1f"Jm fraJ1"ie ',4/U1dO'^,S Nlth ;:ass pa(les that are deslgr'\e~ to 110 M,P H.
<br />'Nlnd 'oad ieq'Jlrerrems :0 the above ~ori9ht sizes Inc:"eases tl"1e stre~gt., so :hat additiof1al fraMing 1$ ("ot
<br />,"eq:..ilred. Taoles aSsurT'e extf"".jSicn oriented 'N1m ionger eX1!"'USlon ~irrenSlon ;ara1:e1 to aopl,ed '"cad
<br />
<br />,-'OP;;PH
<br />
<br />Load W,dtr1
<br />5'
<br />6'
<br />7'
<br />a'
<br />"
<br />10'
<br />11'
<br />----n~
<br />
<br />Load N,oth
<br />5'
<br />6'
<br />7'
<br />a'
<br />"
<br />10'
<br />11'
<br />
<br />"TYT~Fl
<br />2",'''.0032
<br />s'..s
<br />5',1''''
<br />5.6"
<br />
<br />j -2
<br />4 . ~ :J
<br />
<br />.I"
<br />
<br />4'.-;
<br />
<br />~.r--,
<br />
<br />2",2'xO.O~&
<br />3 '1'
<br />~ -2'
<br />
<br />j .:,'
<br />
<br />:;-1
<br />
<br />,.1 '
<br />4',3
<br />4.,
<br />
<br />-..--
<br />,.
<br />
<br />- , ,:1 -
<br />~ ~
<br />
<br />;--roa o-Ni 0 :h
<br />5'
<br />o'
<br />7'
<br />3'
<br />3'
<br />10
<br />11'
<br />12'
<br />~oad 'NIOth
<br />5'
<br />6'
<br />
<br />2" x 2" x 0.044
<br />/-~.
<br />S......
<br />~.3..
<br />5.' 0"
<br />
<br />~.~
<br />~ '.,j
<br />
<br />4.', '
<br />4'.," \
<br />2"x2"x0055
<br />3.1
<br />(.,'.
<br />5 . ~ 0"
<br />S .~
<br />
<br />a'
<br />3'
<br />
<br />S'..)"
<br />5 -'j
<br />
<br />~ -,
<br />
<br />5,3"
<br />
<br />110 MPH
<br />
<br />NinO ,,:.ne
<br />12'~ 1...t?H
<br />
<br />A9Pli.C LoaO
<br />2J~/SQ Ft.
<br />
<br />20 ~ I SQ. F l
<br />
<br />,-iJ
<br />, ."
<br />".1'
<br />.-.S;
<br />
<br />:0/
<br />
<br />,. i
<br />.t _ j
<br />.:. ",
<br />~ ."
<br />
<br />J ..,
<br />
<br />,
<br />.. '.)
<br />
<br />,;.,:
<br />
<br />J' II~
<br />
<br />, ..)
<br />~.~
<br />
<br />. j~
<br />
<br />~4
<br />
<br />::0 -..I
<br />
<br />4.' .
<br />
<br />4. i 1
<br />
<br />...oj
<br />~ .,
<br />.l.J
<br />
<br />",'
<br />
<br />----a.....j~ ':'-:,
<br />--'-- --
<br />
<br />,. ~ 0
<br />r;:'.3'
<br />
<br />~~
<br />,.',~"
<br />
<br />'.":1
<br />, ,5
<br />So:.
<br />4 .'(.1
<br />4-,
<br />.;f-,'
<br />
<br />-:-.4
<br />
<br />-: -..J
<br />
<br />~.~
<br />--?
<br />
<br />~ ..,;.
<br />
<br />4.',
<br />
<br />1.5'
<br />5.,,)'
<br />
<br />':0" ,
<br />
<br />,...1
<br />
<br />~ -..:.
<br />
<br />,,' ..;
<br />
<br />:: . ~ ~
<br />
<br />,..,
<br />, .2
<br />
<br />,.,
<br />
<br />:: .J
<br />
<br />~'. ~ i
<br />
<br />~.'
<br />:;...)
<br />
<br />4..-;
<br />
<br />~ .'0
<br />
<br />"..,
<br />
<br />12mPH
<br />
<br />zs ~ I S Q F l
<br />
<br />~ -~
<br />4. ~ 0'
<br />4'.5
<br />4.,
<br />
<br />.} . : ~
<br />
<br />... .~
<br />
<br />J. ,
<br />
<br />j <~
<br />
<br />)-'J
<br />
<br />~ .(.
<br />
<br />4 'G
<br />
<br />.l-~
<br />
<br />4.'
<br />
<br />3. ~ G
<br />
<br />)"0"
<br />J'~
<br />
<br />:: .1 (
<br />:;-5
<br />
<br />: . ~
<br />
<br />4'.'~
<br />
<br />::.~
<br />'.
<br />
<br />,4 ~
<br />~".)
<br />
<br />]'.10
<br />
<br />5 .c
<br />
<br />0'.1'
<br />
<br />,."
<br />5",
<br />
<br />4.1 ';
<br />
<br />4.,
<br />
<br />J -J
<br />
<br />4'.J
<br />
<br />:)'-6
<br />
<br />140'~~
<br />
<br />32111 Sq. ~
<br />
<br />4 -1
<br />4-1
<br />4..)'
<br />3 .~
<br />
<br />,;..?
<br />
<br />" .4
<br />
<br />J't.
<br />
<br />~.: ,
<br />
<br />,i."
<br />j,."
<br />
<br />" !'
<br />,,' ,
<br />
<br />,;..~
<br />
<br />J .?
<br />J ./~'
<br />-----'
<br />) .<
<br />
<br />:J ",
<br />4','1"
<br />.4,'1
<br />4.J
<br />
<br />.4 :~.
<br />3 . ~ ....J
<br />
<br />" .3
<br />}.6'
<br />
<br />:;.1'1'
<br />
<br />o. ,
<br />
<br />.1.1 :
<br />
<br />4.3
<br />4'.~'
<br />4,2
<br />0." ,
<br />
<br />.:.. ~ O'
<br />
<br />Table 3.12:
<br />
<br />Allowable Beam Spans - Hollow E~trusions for Screen
<br />and' or Vinyl [Open] Rooms with Solid Roofs
<br />Aluminum Alloy 506J T"i
<br />
<br />:----,0 i'il P H
<br />
<br />Nina Zoro'!
<br />12~?H
<br />
<br />140 M P'l'1i
<br />
<br />\1C !~?H
<br />
<br />125 MPH
<br />
<br />Load Width
<br />5'
<br />>i'
<br />T
<br />a'
<br />r
<br />rr
<br />1"
<br />
<br />ir{1T~rl 20~j~~.rt.
<br />> "l'1"lO:O~"
<br />3',:;,' 3 .~
<br />
<br />A opll.d Load
<br />~~.-rrSq. ,.l
<br />
<br />)2:11 Sq. r:--t. ~
<br />
<br />j .'
<br />
<br />'j. ',~
<br />'J .~~
<br />j .~
<br />
<br />,. "
<br />1.'1"
<br />
<br />, ,I'
<br />
<br />,4
<br />
<br />'J."
<br />
<br />'J . ~ G
<br />.,'.:::
<br />
<br />'J '::l~
<br />::l"':'
<br />, '0
<br />
<br />j. ;
<br />
<br />""'J
<br />:1':'
<br />,. .
<br />
<br />(.::
<br />
<br />~ 'J
<br />
<br />.....
<br />, ..)
<br />
<br />, ".)
<br />
<br />, ,,'
<br />
<br />:) .~
<br />
<br />, ',~
<br />... ',.i
<br />
<br />0-
<br />
<br />.,
<br />
<br />J.
<br />
<br />:. ..
<br />
<br />1~r--
<br />loa d ,Vioth
<br />o'
<br />6'
<br />r---
<br />a'
<br />3'
<br />10'
<br />,,'
<br />1~
<br />~oad NIGln
<br />r-
<br />6'
<br />
<br />, ,
<br />>' x~~n~
<br />
<br />4 'J
<br />
<br />'2'.: .
<br />
<br />a'.,
<br />
<br />,'.2
<br />
<br />, ....:,.
<br />
<br />~ ...;.
<br />
<br />~'.J .
<br />
<br />.,
<br />,,'
<br />
<br />~ -':l
<br />
<br />."
<br />
<br />, .,
<br />'J'';'
<br />J. ':'
<br />,..,
<br />5,3'
<br />.I.""
<br />4'.~~
<br />
<br />3,'
<br />/.11'
<br />
<br />'-4
<br />
<br />IJ;"
<br />
<br />,:\,:'
<br />,.
<br />
<br />-:,....,
<br />
<br />" .
<br />, .,
<br />
<br />'.2-
<br />,.:0"
<br />
<br />0-2 .
<br />
<br />: ' >:..,.
<br />
<br />0'';
<br />
<br />,..,
<br />:J:j~
<br />
<br />- --,.........,..,.
<br />0..,
<br />2" x >' x C.O~"
<br />11'-1"
<br />10'-2"
<br />'~'-J
<br />3',3'
<br />a'.o-
<br />
<br />, -.
<br />
<br />-~.,
<br />
<br />3 . 1 ~
<br />3 -,
<br />
<br />3. "
<br />
<br />~ l,. .,,;.
<br />
<br />,. ,
<br />3.,
<br />
<br />~-.:.
<br />
<br />, "
<br />? .'J
<br />
<br />T
<br />
<br />~ .-:;
<br />
<br />a . ~
<br />
<br />a.
<br />
<br />5'
<br />"
<br />10'
<br />11'
<br />12'
<br />Lead W,eth
<br />o'
<br />o'
<br />T
<br />a'
<br />3'
<br />10'
<br />11"
<br />12'
<br />
<br />0"
<br />b .oJ'
<br />
<br />, .~
<br />
<br />, -,
<br />
<br />(. ~ G'
<br />
<br />':: -~
<br />
<br />,.,
<br />, '0
<br />
<br />: ''j
<br />
<br />'-6
<br />
<br />'J.j
<br />
<br />,."
<br />
<br />(,2"
<br />2" x 4" < Q.050"
<br />
<br />~ .,,::
<br />
<br />:: . ~ 0'
<br />
<br />,.
<br />
<br />'3.;"
<br />
<br />~ 2 --:
<br />
<br />".i:...
<br />
<br />11.j
<br />:0.(. .
<br />
<br />iG -'.I~
<br />~'."
<br />3..,
<br />
<br />12',-;"
<br />
<br />11.
<br />
<br />10"
<br />~.II
<br />'~ -4
<br />a - ~ :..
<br />3'-.1
<br />
<br />1-"
<br />I ..,~
<br />(-i
<br />.;'.;'
<br />
<br />',i'I'
<br />
<br />"",.;
<br />
<br />, .,
<br />3,3'
<br />3',J
<br />I . ~ J
<br />I -6'
<br />
<br />~ C'. ~ C"
<br />is; .3ft
<br />9'.9"
<br />3'.J'
<br />,'.'0"
<br />
<br />1:..; __
<br />:::l'~
<br />3. ..
<br />
<br />:.'.~
<br />
<br />. '. i ~
<br />
<br />3'..,:,
<br />
<br />/'-0
<br />
<br />,..,
<br />
<br />Note:
<br />G:ass ~OCITS Ir:e addrticn 01 aluml.'1um :i;!ml! 'Ni(lCCw'i ~lt~ giass :ar.es trat ar~ ceslgred t~ 110 \1 ? H
<br />-N,,..,d !cao requl(err.ems to t.1e above '..,;:)ngnt sizes ~creases U"',e stre0g:"'l so !.rat aCdlttOnal framing ;$ not
<br />reqtolr~.
<br />
<br />Table 3.1.3: Allowable Spans For CARRIER Beams in a Solid Roof, ENCLOSED Structures
<br />102 MPH Wind Zone, Applied Load = 29 Ibslsqft Aluminum Alloy 6063 T~, Fb = 15,000 psi
<br />
<br />
<br />Single Seif.Mating Beams
<br />
<br />5'.{)"
<br />
<br />10'.{)" 12'.{)" I
<br />
<br />3'.{)"
<br />
<br />pp Ie
<br />Zone Lo-idl
<br />"0. ~
<br />IJ I 15
<br />
<br />Sg, "
<br />..) : U
<br />I ,~Si
<br />
<br />....J
<br /><:(
<br />::)
<br />(/) z
<br />:2 <:(
<br />o :2
<br />\J Z
<br />cr: ~
<br />(/)
<br />(/) (/) W
<br />(/) W
<br /><:( 0 aJ
<br />....J (J) <:(
<br />o ll.J f-
<br />~ cr: (")
<br />....J ::) Z
<br />>-f-O
<br />~ ()
<br />== ::) f=
<br />> C!: ()
<br />Z' f- i75
<br />ll.J (J)
<br />u.; :2
<br />CC::)
<br />() Z
<br />(/) ~
<br />::)
<br />....J
<br /><:(
<br />
<br />>-
<br />'<!;
<br />Wo::
<br />ci ~ ~
<br />- <:: :
<br />...- 0 u.. :!
<br />a:; ;: <" .....
<br />r~ZL:!~
<br />C~~.~,'
<br />0,)11.>-::"~
<br />cn8~g;e
<br />'.I.J=:-_
<br />.it5~C5
<br />Waog~
<br />'Ul
<br />0,)1<:<0
<br />U 1l ~
<br />c !; ...
<br />O,)~
<br />....~
<br />:;~
<br />CO~
<br />......Jll
<br />
<br />
<br />Con~ ~on
<br />F I ctOt
<br />1.JO I
<br />1l.~
<br />.~ :
<br />"l'. I
<br />'}..,...-----;
<br />
<br />SHE T
<br />
<br />4
<br />
<br />CF
<br />
<br />6
<br />
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