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<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 />