<br />,,I' '" /-
<br />I
<br />~ -,
<br />I~
<br />1 N
<br />'"
<br />u_,
<br />
<br />A = 0,24 I,','
<br />
<br />WT 2 0,28 pU.
<br />
<br />~.x:: 0.14 In,'
<br />
<br />Sx=O~8ir'1,J
<br />
<br />6053. T6
<br />
<br />/-- 3" -,I'
<br />i I
<br />;?,~ v-'
<br />~ :;j
<br />( J N
<br />L_~ _,
<br />
<br />A = 0,1;4 "'.'
<br />
<br />WT 2 0,73 pH.
<br />
<br />Ix = 0,39 in,
<br />
<br />S.-: :: 0,50 Inl
<br />
<br />6063, T6
<br />
<br />- 2. -+
<br />
<br />1" X 2. X 0,044" OPEN BACK SECTION
<br />
<br />3. X 2. X 0.050" PAT:O SECTION
<br />
<br />A = 0,7"1 ,;1.'
<br />
<br />.,......-~...::
<br />
<br />;
<br />
<br />; :.
<br />
<br />A. = C,j2 1.1,)
<br />
<br />Wi = 037 pJf.
<br />
<br />:.x ;: C 18 i,""t
<br />
<br />N
<br />
<br />Sx;: 024 in.'
<br />
<br />6063 . T6
<br />
<br />2. X 2" X 0.032. PATIO SECTION
<br />
<br />A = 0,36 I.'.'
<br />
<br />/-- 2" ~
<br />
<br />'" ------l' -""
<br />;. '-<
<br />~
<br />
<br />-;
<br />
<br />:.:
<br />!
<br />...
<br />~
<br />
<br />WT=041pl,1
<br />
<br />... = C' ,"i\
<br />
<br />.
<br />N
<br />
<br />Sx;: J25 i:1.1
<br />
<br />5063. ";"6
<br />
<br />/-- 2. -~
<br />
<br />2" X 2" X C,036" PAT:O SECTiON
<br />
<br />A = 0.42 ,.,.t
<br />
<br />..,~~-<:",-.:.".,
<br />? ~'--,,<::
<br />
<br />; :.
<br />
<br />:; ::
<br />
<br />W"T ~ 0,49 P 11
<br />
<br />:x = C ,23 ,/\,
<br />
<br />,
<br />N
<br />
<br />$x ;: 031 i.,.J
<br />
<br />5C53 . To
<br />
<br />- 2. -.'
<br />
<br />2' X 2" X 0.044" P,:\TiO SECTiON
<br />
<br />A = 0,50 in':
<br />
<br />?=<:"'--~,
<br />,. '~
<br />~
<br />
<br />::.
<br />
<br />-;
<br />
<br />,
<br />.,.
<br />""~
<br />
<br />-~
<br />
<br />2. X 2" X 0.055" PATIO SECTiON
<br />
<br />5:63, -6
<br />
<br />,----- 2. --;'
<br />
<br />.., ...-:.....,
<br />;?"- -=::
<br />:: ::
<br />
<br />~
<br />...
<br />;
<br />
<br />i
<br />
<br />~I M
<br />I
<br />
<br />---~.~-~
<br />
<br />\'IT = 0,57 pl.f
<br />
<br />l.x :: C,28 .n.
<br />
<br />.
<br />N
<br />
<br />Sx ;: 0,37 in.s
<br />
<br />A = Oe;.l I,' ,
<br />
<br />WT = 0.74 pU.
<br />
<br />Lx = C.TS In.'
<br />
<br />Sx = 0.70 In,'
<br />
<br />2" X 3" X 0,050' PA no SECTION
<br />
<br />6063. T6
<br />
<br />/- 2. --/
<br />
<br />7~q..-"",
<br />-- ...,
<br />...
<br />~
<br />
<br />I
<br />:::
<br />i
<br />I
<br />
<br />1 ~
<br />
<br />
<br />-,
<br />
<br />A=07SI",.'
<br />
<br />WT = 0,86 pi!.
<br />Ix = ',53 in~
<br />
<br />Sx = 1,07 in.'
<br />
<br />6063, T6
<br />
<br />2" X 4" X 0.050" PATIO SECTION
<br />
<br />1---- 3- --,,'
<br />
<br />..,~~....~''''
<br />-;:::.-' '-'::::f
<br />
<br />',-',T = 082 p:f
<br />
<br />.
<br />lx:: 0,48 In
<br />
<br />N
<br />
<br />Sx = 058 I','
<br />ry = Q,n ,n~
<br />
<br />Sy=OS'I:nJ
<br />
<br />r- 2'" ~-'
<br />
<br />3" X 2. X 0.070" PATIO SECTiON
<br />
<br />6053. '75
<br />
<br />-P""~
<br />i
<br />
<br />:.,
<br />
<br />;
<br />--=--~-::...;
<br />
<br />A = 0,47 ;n,'
<br />
<br />on = CS4 p,:,~.
<br />
<br />:.:: =0 55 ,n4
<br />
<br />Sx = 051 i:'1.J
<br />
<br />6063 - i6
<br />
<br />2. X 3" X 0,050. TILT SECTiON
<br />
<br />___ 2' -c"
<br />
<br />~~
<br />I I
<br />i I
<br />j j ~
<br />I !
<br />, ,
<br />
<br />-,
<br />
<br />2" x 4" X 0.050' TILT SECTION
<br />
<br />~-r7~-~
<br />~
<br />
<br />j
<br />c ,
<br />,
<br />I
<br />I
<br />
<br />:.
<br />
<br />! .C3S
<br />
<br />
<br />I A ,
<br />~-~--'"-----";
<br />
<br />___ 2" -~
<br />
<br />A = 0,57 ,n.'
<br />
<br />IVT = 0,55 pH,
<br />
<br />lx=t.14ln~
<br />
<br />$x = 0 81 i,.'
<br />
<br />6053, T6
<br />
<br />A = 0,72 ,,'
<br />
<br />wr = 0,83 pU.
<br />
<br />Lx = ~ ,;4 If'L
<br />
<br />Sx=1,~9:n,J
<br />
<br />6053 ' i6
<br />
<br />2" X 4" X 0,038" X 0.100" SELF MATING BEAM
<br />
<br />~~~.
<br />j ;
<br />
<br />I
<br />J I
<br />
<br />l 0 CSS' I ~
<br />
<br />I I
<br />LJo ·
<br />
<br />~ ---.j~'
<br />i !
<br />I I
<br />~2"-;;
<br />
<br />A=~.~'!n.J
<br />
<br />'NT = 1.27 pH,
<br />ix = 6,09 in~
<br />
<br />Sx=2501"
<br />
<br />6053. T6
<br />
<br />2' X 6" X 0.055" X 0.120" SELF MATING BEAM
<br />
<br />rr~f, 1
<br />I I
<br />I 1
<br />
<br />.( 0,055' I
<br />
<br />I .'
<br />I I
<br />
<br />, '
<br />I ,\ I
<br />~-~-~
<br />
<br />2' -/
<br />
<br />A"28,n.'
<br />
<br />WT = 1.47 pH,
<br />
<br />~
<br />
<br />'~ = 9 02 In
<br />
<br />Sx = 3~O 11i,J
<br />
<br />&Y33 . T6
<br />
<br />2" X 7" X 0.055" X 0,120" SELF MATING BEAM
<br />
<br />~~~.,..;-~
<br />l . 'i
<br />. ..
<br />N
<br />N
<br />C
<br />
<br />!
<br />i
<br />J
<br />i
<br />I
<br />! ~
<br />i
<br />I
<br />I
<br />I
<br />~,072'
<br />I
<br />I
<br />~~-!-""'v---"
<br />
<br />r-- 2'" ----r.
<br />
<br />A = ~,:6 :rLJ
<br />
<br />-,VT = 2,14 ;::J,t,f.
<br />
<br />'x = ~6,80 ,n
<br />
<br />Sx = 5,6,:] in.J
<br />
<br />eve3 . T6
<br />
<br />2. X 8" X 0.072. X 0.224" SelF MATiNG BEAM
<br />
<br />~~~~~
<br />~ s ~.."""
<br />I '
<br />I ~
<br />I :;;
<br />I
<br />I
<br />I
<br />I
<br />I c,
<br />I
<br />./---OG7?
<br />I
<br />I
<br />I I
<br />I ~ I !
<br />
<br />~..~~~
<br />
<br />___ 2" -/
<br />
<br />A = 2,01 in.'
<br />
<br />IYT=2JOp'i
<br />
<br />b:: = 22,33 ir,.
<br />
<br />Sx = 6,70 in,'
<br />
<br />6-."'53 ' "6
<br />
<br />2" X 9" X 0.072. X 0224" SELF MATING BEAM
<br />
<br />rrrl-i
<br />I '
<br />I :
<br />I !
<br />I I
<br />
<br />/--0 ,C 7'-- .
<br />
<br />!..
<br />
<br />~, ~
<br />~~~
<br />- .
<br />
<br />....- 2" ,-.'
<br />
<br />A. 2,37 in.'
<br />
<br />wr = 2,/2 p.!.1.
<br />
<br />tx = 26,8.3 in:
<br />
<br />Sx = 7,98 :n,J
<br />
<br />6-."\63, T6
<br />
<br />2" X 9" X 0,082" X 0.310" SELF MATING BEAM
<br />
<br />,lo.,C7E :JilTCH WiTH (1l;;.a S;...,E::T ~cTA.L S-:r-.~=NS
<br />AT 24' O~ CE~TER iOP AND BOTTC~
<br />
<br />p
<br />q:
<br />
<br />, /
<br />,;
<br />j=
<br />=j:
<br />, 1 ,
<br />~-k -~~=-_~~'
<br />T \:
<br />( -j -<:-
<br />~ =l:
<br />; ~
<br />'L .J:
<br />
<br />#12 x 3.'4" S}~,S (TE.<)@ 24" 0,:::
<br />TO? AND 30nc>,\ (TY?:C-"l.)
<br />
<br />2" x DE?TM S,~,3. 5s:....'.~(S)
<br />Self: p~~ CARR'E" 3::AM 7AEcES
<br />
<br />#'2 x 0.4' S ~~ S, (TE<)@ 24" 0 C
<br />57 AGG~,~EJ T::;? A..I\.iD 3017C1A
<br />
<br />2' x 4' S.~,3, 3EA.~~S) 7C? OR
<br />TC? OR 30TTO~ (AS CO~CIr:O~
<br />WA.:;:,,,",,,"TS) S2::: p~" CARR.:~"
<br />3E.-I-..Y ,. A3cES
<br />
<br />DOUBLE-BEAM FASTENING DETAiL
<br />
<br />/1"/
<br />
<br />"-~F
<br />1
<br />1
<br />1
<br />1-'2 /' T1
<br />j
<br />l T2
<br />__ L-_....
<br />
<br />T1 -/
<br />I
<br />
<br />f-ol.~
<br />
<br />I
<br />l
<br />_1__,
<br />
<br />Section Alloy
<br />
<br />~- 'N -~
<br />
<br />
<br />Gur.e'
<br />Edge
<br />
<br />GUTTER EXTRUSION (GE)
<br />
<br />~j-'
<br />l- .' I
<br />{- 004'" N
<br />(' .
<br />~~~ J-'-c
<br />
<br />"c-2"--'
<br />
<br />II = 0,53 in.'
<br />
<br />WT = 0,61 pJ.f.
<br />
<br />~=O..J'in~
<br />
<br />Sx = 0,41 in.'
<br />
<br />6063 .. T6
<br />
<br />2" X 2" X 0.041. SNAP EXTRUSiON
<br />
<br />A = 059 In,'
<br />
<br />r~l--:
<br />l~~__._
<br />
<br />~2"-~
<br />
<br />-NT = 0,08 ~.J.f,
<br />
<br />:x=oa~ l.",
<br />
<br />:Ox = 0,69 in.'
<br />
<br />6063. i5
<br />
<br />2" X 3" X 0.045" SNf..P EXTRUSION
<br />
<br />A = 0,68 '0.'
<br />
<br />r~""':O>':;'
<br />I """. i .
<br />[<~ '
<br />
<br />
<br />~~<:.-_::."..
<br />
<br />___ 2' --+
<br />
<br />\\7 = O. 78 ~,U
<br />
<br />.
<br />:x = ~53 ;"
<br />
<br />Sx::: 1.06 in,J
<br />
<br />6063-15
<br />
<br />2" X 4" X 0.045" SNAP EXTRUSiON
<br />
<br />~~~
<br />
<br />-~
<br />
<br />o
<br />""
<br />:;:;
<br />
<br />0072'
<br />
<br />:i
<br />'r.-.~~
<br />o_~
<br />
<br />.----- 2" - '"
<br />
<br />A = 1 22 ".'
<br />
<br />.,llT :: 1,~2 p.l.f,
<br />
<br />~
<br />
<br />Ix = 7,02 in.'
<br />
<br />Sx = 3CS in.'
<br />
<br />6063 - T6
<br />
<br />2" X 6. X 0.OG2" SNAP EXTRUSION
<br />
<br />r~~
<br />i
<br />
<br />/' 0072"
<br />
<br />J
<br />~ I',
<br />l ,i
<br />~~~-1
<br />I I
<br />I- 2" --/
<br />
<br />A = 1,45 in.'
<br />
<br />IYT = 1,66 p,LL
<br />
<br />~
<br />
<br />:x = 10.14 in.'
<br />
<br />Sx = 3,83 in.'
<br />
<br />6CSJ - 10
<br />
<br />2" X r X 0.062" SNAP EXTRUSION
<br />
<br />-!
<br /><
<br />:)
<br />Z
<br />IJ) <
<br />c.: :z
<br />:J ..",
<br />Uf- (5
<br />~
<br />:J IJ)
<br />c::W<
<br />f- 0 f--
<br />IJ) IJ) LL
<br />W W C
<br />2 a: a:
<br />< :J Z
<br />c:: t; C
<br />u.. :J f=
<br />2 a: C
<br />:J f- L;.
<br />z IJ) if.
<br />2 :z
<br />:J :J
<br /><: z
<br />2
<br />:)
<br />.-J
<br /><
<br />
<br />
<br />CF
<br />
<br />-- .,...;
<br />
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