<br />Table 1.1:
<br />
<br />I
<br />
<br />I
<br />p"XT'XO""V32"
<br />~~""x~j!6"
<br />j1"XL'X 0 04"
<br />;~~~xyr x O.0~"
<br />-:XJ-X:-:'50"
<br />:~~~~i).~S)d
<br />
<br />HOlloH Sectlons
<br />
<br />Seif.',~atlng Sec~lons
<br />
<br />-~-~~~"'''O:'
<br />:.; J;.. x V.'..j...~ X .v. ,,,,1
<br />:-L"X5""XIr-~~(fT2~ '
<br />iL'X7" x 0.055" x Y'20'
<br />:-~x-srrx-;~--:-:iZ"""X~ LS
<br />
<br />Allowable Spans For Primary Screen Roof Members
<br />Aluminum Alloy S053 T-6
<br />For ar~as with wind loads less than 140 M.P.H. and
<br />La(ltud~s below LaLtude 30. North
<br />
<br />~::--.-::-~c
<br />
<br />, '
<br />" -.
<br />
<br />,;;;.'J
<br />
<br />"
<br />~ .,
<br />
<br />':; -".)
<br />
<br />':-.:;
<br />
<br />~ Loa.j "'/IGtn ~lr-;--2"ea-m-Spaclrg 1
<br />ir-~u~: ~ 5'""Zi-~e~-n~-.a~~::jl
<br />
<br />~-- Ailo'8a:.J~e Sca~ HL" i
<br />2: -r..,...,...,.......~..--,-~---,.........---.-..--.,-..-...-,-.........--<
<br />~ ~ -/ Ii.,) . I I .:. 'eJ.' 1 . _~ . "..) : ' I.: ! '0 .... ! : :; -..... :
<br />.:~'-4 i~ i 3~~ I 27-~O' I ~ : 2~.~ ! ~
<br />: ~~'-':' i 3e'-~~ 2-4.':C 2~.;:' 2;'.5" 27-- ':':;.~;' I
<br />:;~::-:~~~'::.' ~~~.;:;-:. .;:~
<br />
<br />;-2 x 9" x 0.072' x ~~4' .'..... I :;::.:.c ~C'.I~
<br />(~-X--~Yj"B~w~~~--~~~~
<br />
<br />12' x 2" x J.~1
<br />~ x 3" x J.04S-rr-
<br />
<br />~:. -3
<br />
<br />~',.4
<br />
<br />u _ co .? I
<br />~~.~ 4:;.' i 4n~.3';:!,~ I
<br />-------.--------
<br />
<br />~:~~~~~~~~r-;-
<br />
<br />~ .
<br />
<br />....':t.
<br />
<br />>-4' x ..1" x O.o-4~
<br />iX-;-X-~'bL~
<br />2" x i" x J'~;2 1
<br />
<br />'.: .~
<br />
<br />'.:,:~
<br />
<br />~ 2. S
<br />
<br />,'.... I
<br />.....--i
<br />...~ i
<br />2':'.~
<br />
<br />~~~;-:~)
<br />
<br />I .=
<br />
<br />:) .:
<br />
<br />, :; ,)
<br />
<br />2,; . i
<br />
<br />:;~:;
<br />
<br />, ^
<br />....:: .,
<br />
<br />j,~~"
<br />
<br />22.;
<br />
<br />:+ :=a,~ 5:;::'""";
<br />
<br />_ A' ,....
<br />- .......
<br />
<br />E-xa:Tlple:
<br />
<br />',l2.:('r-:""..:~'L" 'er 3 2" x ~ x '0; :~4" x 'J ' 2" s~,~.\~,c:::'; 3e3:--, =
<br />"':e,"OC a: S~ cf ~a:)ieS ,5 &!::;....E:~
<br />
<br />=23.1' l
<br />
<br />$=2,"'5 fC,~ :::a: bea~ s~;,~s
<br />
<br />;":;:'.e 5:a,""5 "::0 ~:t ::'::~:;e eo"';:"', s' (,;"'-='2 :"3:'2: ;..::: -:~<::"':a' e.....,;:,..., ,:;f :':Tee :,'3:2~: a::..e
<br />
<br />P'",;,"t';,: spac:""; s~ai! :-::;l e\,:eec: i".:" F:;' :e2:~ s:a"'s;'ea:-:'" '.:--a:: ~C'.c." tt'e t.ear.; a: ~t"'e :e~',er
<br />:':..~':' a....,:1 :;,""~ ::>..:~11,'1 ;,:y ea:.'; ',,:, .,:,-' t. e2:.:.:, s':e :J ::-2 c=:-:e~ :'''';:''''"r". sra!: r":--::uce :a:e~3! Dra~.r,~ as
<br />
<br />S;"'2."i', I~ C2-:a.,: \~5'.,:" s:a'"','i,:,"" :.;~.
<br />
<br />:'_r',,~ :"'e--?:: a:eral :;ra:,r9
<br />,~'c~e :
<br />
<br />-- ~. -
<br />;:);;1, . '"
<br />
<br />::: c c..e:-:e' :JIJ;,,"':,,"\ 3:id l::
<br />
<br />:;'-,;,~:ns eac,~ $!je of :e,i:er
<br />
<br />;' S re::-,~-=:-:-=: '-3: :,-c -:::'1'; "'-=e:~ ~,e: ,:::-,s_:e: ::'~, ='"". S:,.~2- -=1c;:S:"';7~ :"'~at s::a,'"';5 ,7c;'e ::-3"'.
<br />
<br />3-: 253 ........,..........,.;'7': '-e ..;:;; ;,~: '",5e: '::..'r s:;ee~ e:"': :s...:~-=s ::..e' 55 -,~'~ 5::311:.e '::::-e se'.......at;...~
<br />
<br />S2:':'" s:-a ~; '-a,'" ''''e ::e;- se:~':"'";
<br />
<br />Table 1,2:
<br />
<br />Allowable Spans For Secondary Screen Roof Members
<br />Aluminum Alloy 6063 T-6
<br />For areas wlth wind loads less than 140 M.P.H. and
<br />LatJtudes below Latitude 30. North
<br />
<br />Sections FaS1ened To Beams With Clips
<br />
<br />Holl08 Sections
<br />
<br />r--
<br />!
<br />I
<br />!
<br />ri" x 2" x 0 O~2"
<br />i~X2"X-;).~:6 I
<br />:~~Tr.D 1
<br />2iWXIT:U5-S
<br />i 2 "'X'J"XO 0 5 0 '
<br />:~-2~'-x~"-xT)5C '
<br />
<br />I
<br />I Snap Sections
<br />I
<br />I-YXL~U:Nl"
<br />2' x 3' x 0 O~5~
<br />ii~4-,r-. O.J ~ 5"
<br />
<br />iT-O'
<br />I
<br />
<br />Loaa WloL~ Vl"="PU"i'1Ii1Spaclng I
<br />4'-0" I 4'-b~5""~~r~~~T_u~
<br />AIiaHaDle Span L' i
<br />;;...,.,j~~;-" 9.i
<br />
<br />3 .; I 8.' '!
<br />9.: I 8':~l
<br />':.:: '2._ .. - :u.': '0-4 I ~-"." .
<br />:4-2 ;j.j-!17"O 11-:uj11T1~~Cj1~
<br />i9.6' 18'.j'" 1 17.3" '6.4" i '5'11 14." I i3'.~O" !
<br />24'.2 ~.;. ~3 20.2 ~9-3 I ',c'-5J1~
<br />
<br />i . Loa.. d WldtrlYJ" = Purlln SpaCing I
<br />:-Y~~co~r-?~;SY'--In" I S -O~Vj
<br />, AllowaDle spa;l'1." I
<br />~~-'I' I 13'.i', I i.).2 ~2.6 11,"1 I ~'-, I iG.71
<br />~S.J ~ I ... .~... I '4.1:) ~:.3
<br />
<br />~' , ~ j"""---'I
<br />
<br />Ce....;
<br />
<br />Table 1.3:
<br />
<br />Hollow Sections
<br />
<br />2" x 2 x a:~J"2::
<br />(YXTX@j'B
<br />i2~~~
<br />i2""XY'x'lru53 "
<br />i 2" x j"'XUOS5
<br />~"X'dXo~ '
<br />
<br />Allowable Spans For Primary Screen Wall Members
<br />(Post I Upright Height)
<br />Aluminum Alloy 6063 T ~
<br />
<br />I Load \\"Pth = UprJght Spacing J
<br />1-~~~5'-I)".-L.::.()~-"-f8'-O" I 9'-1)" I
<br />r: A cwa Ie rielgnt ~ i
<br />~~i'( I 6,10 I 6.2~5.;' I ~-4 i ~.1 I
<br />I -~;:TrI, .~. , o~3~~~:'-~~'-.) :
<br />1- g.i~ I 3."2:-j1.; i ~:~' -' ~
<br />! '; C . i 'I 'j .:) 6 -~ ! 1.8 1 ..::. :.- -~ 5-3
<br />
<br />i4.' r
<br />
<br />11-'
<br />
<br />i3 -0
<br />
<br />i2,'
<br />
<br />.....---.--,.--
<br />-::.... I ~.~
<br />
<br />" ':'.3
<br />
<br />i.2.ii
<br />
<br />,iY:,
<br />
<br />.(".
<br />;j..'-'
<br />
<br />. (" _.:..
<br />
<br />l:J " '
<br />
<br />;.: .\..
<br />
<br />',:.\
<br />
<br />';'-..
<br />
<br />~4~ 1J,~"
<br />
<br />,-
<br />I
<br />I Se!f "'ating Sections
<br />I
<br />~' x 4" x O. 038" x 0,1 00':
<br />:rxe'XO\f50~'lLO
<br />'YX7"Xa:o-S~20"
<br />'2"X8"'Xu.vTI'X"'a:-224"
<br />,Y"i9'XOUi1"X0214 '
<br />r~~~~~Jb"
<br />
<br />L.. lQap W,Pth = lJprlght Spacing
<br />: 3':D" 4 -0" I 5',,)" ! 6'-1)" i 7 ")~8'-J
<br />r- Allowable Height '1-1"
<br />,3-6 I i6~,11' I 15-2~n":Cr-j'2-3
<br />28-10 I L~-C I 2T-4 i 2Y~ I "0-1:
<br />33-0 I 2~O:/12T4 I ,,".(
<br />!2~ I 2S..3~r: i 29.'. ! 2.,-;:
<br />~S.~ ~I~~'T"T:M-r ~:_.4
<br />~.~"".7--r-~,,) ,'2 ,~.: --:-~'-TJ3
<br />
<br />, -~
<br />~G -3
<br />
<br />.2: - ~ ~
<br />
<br />.::.:..:;
<br />
<br />~ '... . i .
<br />
<br />Snap Sections
<br />
<br />3'-0"
<br />
<br />Loaa ,~=uPrlgnt Spacie,g
<br />4'-O~-r;:j' 6'-O"! 7'-0" I 8'-0"
<br />Allo'8able Me!gr;t 'H'
<br />;.~~ ,3.i~ ,5-i
<br />
<br />I i-':l
<br />
<br />,-6
<br />
<br />~---------~- Loa~llottl~= 3e~r;-~----~
<br />Sna;) Seotio1s r-n~J":.o~~o-~Y-O~':C~-j.:j'i
<br />
<br />AJiowaole Span' L' i
<br />,..~
<br />= ......
<br />
<br />Scstions Fasteneo Through Beam l-lie:;s into Sere',,", Bosses
<br />
<br />Heile'N Sec~ons
<br />
<br />7 -,) ,
<br />
<br />I
<br />iJ-J"
<br />
<br />,-oac /,Ic.:n 'lv :::: PWriln Spacln3
<br />~ -0 ~'":?1,-:.o1-5~~6 -0 '
<br />Aliowa D:e Spa n 'L'
<br />':~.8 1~.~' I '.C.o' 9-1~ '-:'i
<br />
<br />~. ~ i.J
<br />
<br />2" x 2 x 0.041"
<br />:2"73' x 0.C~5"
<br />2" x 4" x 0 O~5"
<br />rzX-6 ' x 0.C52'
<br />,2'~~62 '
<br />
<br />~. . .",
<br />'-",',""
<br />
<br />~ ' ..s
<br />
<br />~ ,J -5
<br />
<br />9.; ,
<br />
<br />I "L'" ~
<br />
<br />1 5.~
<br />
<br />" .:.. ~ '
<br />
<br />~ ' -3
<br />
<br />i
<br />I
<br />I
<br />I
<br />i
<br />hrrx-"~24~"
<br />
<br />Snap Sec~ons
<br />
<br />L -~
<br />
<br />'2~
<br />
<br />.2 I . C. 7 .
<br />'2.2~.r
<br />
<br />~ C ..2
<br />1 ~ " ~
<br />
<br />9'.5
<br />~ C .j
<br />
<br />.,":: ,-','
<br />,"'-.....
<br />
<br />~ 2.' ~ ~ .
<br />
<br />-:.' '"::
<br />.... '-,
<br />
<br />Li'
<br />
<br />.;: .5
<br />
<br />i', .9
<br />
<br />;":-':1
<br />~ ~ . i 0
<br />
<br />: 2 -' C'
<br />
<br />',;.
<br />
<br />',3.3
<br />'0-3
<br />
<br />; 2 .5
<br />i 7'.5
<br />
<br />11 -3 '
<br />,5 -5
<br />
<br />. j - 'I i
<br />
<br />1 L ,',
<br />~ 6 -8
<br />2,:-,
<br />
<br />i 9'. i '
<br />
<br />::- .
<br />
<br />24 -3
<br />
<br />~;~.~
<br />.::.',.... ' L4':"
<br />
<br />'::"...'-'J
<br />1 22."
<br />
<br />;: ~,
<br />
<br />3-: ~
<br />
<br />. I\-~ax'r-::ljm C:-31r rai; s:ac"....; S i'. C" c C Thws ....,:h C;',3:t -;,1 ~ ,2'. S' '.~e 'Tax rr':.,.:T, s2:':!"',e'~-:
<br />,v~~rcu~ a::i:'o~a: ::-,2;r" ~a' s 9'. 6"
<br />
<br />Sc~e~:"': ::a~el ',y'oj:h "\V" = 4'~O"
<br />
<br />Us"!,,,;; sc'een S3re~..,.n:::: "\V" se e-:: J::~::,....t e"";~"'1 '~"
<br />
<br />~t~2.X:~'..;:l "~" :Dr a 2"' x 4" X 8 C33" x : 1CC Se.: \1a:-:; Sear: =
<br />
<br />r1 ci '~.:.=J
<br />
<br />,,". IV
<br />
<br />:; ~ -' C
<br />
<br />.i.'.) .J
<br />
<br />',-3
<br />
<br />25', i ~
<br />
<br />IT".( i 21 '..Q
<br />
<br />Load ,V,Ot.1 ''Vy'' = Purlln SpaCing
<br />4'-~~5'-O" I 5 -6 ' I S'-V'
<br />Allcwaole ::::pan r---
<br />-; ~ .; I' 3 - ~ i" , 3 .4
<br />
<br />~ '. .' 0
<br />
<br />23.' ::'
<br />
<br />.::::: .~
<br />
<br />I)'")'
<br />
<br />7 -D '
<br />
<br />~ 5 .8
<br />
<br />',5.7
<br />
<br />'2.S
<br />
<br />Us:,'"'; sc'ee:"', :a!"e
<br />
<br />e",;:~ 'ro,.
<br />
<br />"ll' 5ee-:t :~.'C-il;;:
<br />
<br />r:).' S::;2ol '.'...:1 :~~:!"" '...se :..;:::r-, s:a:ir'g
<br />
<br />Example:
<br />
<br />i~ ::>...:~;:i 5:a.:....~ = ~'.-:"
<br />
<br />A,':,..a:!e ,,,..t. ';:i ::......,r-; ::.. x ~" x :J C5C" :::;::"'_5,8''1
<br />
<br />~7.7J
<br />
<br />Examp'e:
<br />
<br />.",.,.-....:--r---O
<br />;j -<J !
<br />
<br />l' -'
<br />. ~ ,
<br />',6.,3-
<br />:~,
<br />
<br />,,4~
<br />
<br />L7;.:1 '
<br />
<br />2';: .2
<br />
<br />9 ' -0"
<br />
<br />5.,
<br />
<br />I
<br />~
<br />: . i I
<br />
<br />~ :' ~-3'
<br />
<br />10 "
<br />
<br />2:.:~
<br />
<br />_.J
<br /><:
<br />::J
<br />(j) Z
<br />'...j <:
<br />,." :2
<br />~ z
<br />G ~ U)
<br />;::;:; w LL
<br />f-- 0 '""
<br />,,? (j) <:
<br />w w i-
<br />:2 c::
<br /><:::JZ
<br />F;:: tJ 0
<br />- ::J f=
<br />:2 a: ()
<br />::J l- W
<br />Z (j) (j)
<br />:2 :2
<br />::J ::J
<br />Z
<br /><: :2
<br />::J
<br />-.l
<br /><:
<br />
<br />
<br />OF
<br />
|