|
<br />=--.;:-~...~~~-_.
<br />
<br />~1"f-
<br />I '
<br />, I
<br />J=
<br />
<br />A = 0.24 in.'
<br />
<br />WT = 0.28 p.Lf.
<br />
<br />.
<br />Ix = 0.14.n.
<br />
<br />Sx = 0.18 in.'
<br />
<br />6063 - T6
<br />
<br />i3"1
<br />'7D ---"<
<br />t N
<br />
<br />-"'-.
<br />
<br />A = 0.64 in.'
<br />
<br />WT = 0.73 p.l.f.
<br />Ix = 0.39 in. '
<br />
<br />Sx = 0.50 in.'
<br />
<br />,.<-- 2" -7"
<br />
<br />1" X 2" X 0.044" OPEN BACK SECT10N
<br />
<br />3" X 2" X 0.050" PATIO SECTION
<br />
<br />6063 . T6
<br />
<br />'~D~ =-==- -:.
<br />. N
<br />
<br />A = 0.32 in.'
<br />
<br />WT = 0.37 p.Lf.
<br />
<br />Ix = 0.' 6 in~ .
<br />
<br />Sx = 0.24 ,n.'
<br />
<br />6063.16
<br />
<br />2" X 2" X 0.032" PATIO SECTION
<br />
<br />,.<-- 2" -71'
<br />i
<br />
<br />f~9 -:
<br />r ~
<br />~ ---40:
<br />
<br />A = 0.36 in.'
<br />
<br />WT = 0.41 p.Li.
<br />
<br />Ii{ = C.,~ ;n.~
<br />
<br />Sx = 0.25 in.'
<br />
<br />6063 . 16
<br />
<br />,.<-- 2" ~
<br />
<br />2" X 2" X 0.036" PATIO SECTION
<br />
<br />A = 0.42 ,n.'
<br />
<br />0:
<br />
<br />WT = 0.49 p.l.f.
<br />Ix = 0.23 in.'
<br />
<br />Sx = 0.3' in.'
<br />
<br />6063 . 76
<br />
<br />2" X 2" X 0.044" PATIO SECTiON
<br />
<br />,.r- 2. -.f
<br />, ,
<br />i t
<br />
<br />
<br />OJ
<br />
<br />A = 0.50 in.'
<br />
<br />WT = 0.57 pH.
<br />Ix = 0.28 in:
<br />
<br />Sx = 0.37 in.'
<br />
<br />2" X 2" X 0.055" PATIO SECTION
<br />
<br />6063 - 16
<br />
<br />,.r-2.---,f
<br />I I
<br />OJ
<br />
<br />A = 0.64 in.'
<br />
<br />WT=0.74p.J.f.
<br />Ix = 0.75 in:
<br />
<br />Sx . 0.70 in.'
<br />
<br />2. X 3" X 0.050" PATIO SECTION
<br />
<br />6063 - T6
<br />
<br />
<br />,.r-2"-7"
<br />i I
<br />----"<. A = 0.75 in.'
<br />
<br />WT . 0.86 p.l.f.
<br />
<br />Ix='.S3in:
<br />
<br />~ Sx. 1.07 in.'
<br />i
<br />I 6063 - T6
<br />I
<br />i
<br />---"<
<br />
<br />2. X 4" X 0.050" PATIO SECTION
<br />
<br />-- 3' ___
<br />. ,
<br />
<br />~~~
<br />iLJ~
<br />
<br />A = 0.7' in.'
<br />\VT = 0.82 p.Lf.
<br />Ix = 0.48 in~
<br />
<br />Sx = 0.58 in"
<br />Iy = 0.92 ,n~
<br />Sy = 0.81 in.'
<br />5063 . ,6
<br />
<br />3" X 2" X 0.070" P A T10 SECTION
<br />
<br />,f- 2" --,f
<br />I i
<br />
<br />.~
<br />
<br />
<br />
<br />r~~
<br />
<br />A = 0.47 in.'
<br />
<br />'fT = :,).54 p.I.:.
<br />:. = 0.55 ,n:
<br />
<br />Sx = 0.51 in.'
<br />
<br />6063 - T6
<br />
<br />2" X 3" X 0.050. TILT SECTION
<br />
<br />r2"i
<br />i ~
<br />
<br />A = 0.57 in.'
<br />
<br />WT = 0.65 D.I.f.
<br />
<br />,
<br />~ lx=1.~4in.
<br />
<br />,
<br />!
<br />~
<br />
<br />Sx=0.81 in.'
<br />
<br />5063 . T6
<br />
<br />2" X 4. X 0.050" Tll T SECTION
<br />
<br />.
<br />. .
<br />o
<br />;!
<br />ci
<br />
<br />~
<br />
<br />
<br />A = o.n in.'
<br />
<br />WT = 0.83 p.l.l.
<br />
<br />Ix = '.94 in:
<br />
<br />Sx = 1.19 in.'
<br />
<br />6063 . T6
<br />
<br />2" X 4" X 0.038" X 0.100" SELF MATING BEAM
<br />
<br />~ .'
<br />o
<br />'"
<br />ci
<br />
<br />DOSS'
<br />
<br />Q
<br />
<br />I i
<br />,f- 2" -,f
<br />
<br />A.'."in.'
<br />
<br />WT = 1.27 p.Lf.
<br />Ix = 8.09 in:
<br />
<br />Sx. 2.60 in.'
<br />
<br />6063 - T6
<br />
<br />2" X 6" X 0.055" X 0.120' SELF MAT\NG BEAM
<br />
<br />~ f
<br />~
<br />o
<br />
<br />r'. ·
<br />
<br />I-~~
<br />I
<br />
<br />,,:-- 2" ~
<br />
<br />"7"'".
<br />
<br />'~T.""......z._.,.
<br />
<br />A = 1.28 in.'
<br />
<br />WT = 1.47 p.Lf.
<br />Ix = 9.02 in.'
<br />
<br />Sx ::: 3.40 in.)
<br />
<br />6063 . T6
<br />
<br />2. X 7" X 0,055" X 0.120" SElF MAT\NG BEAM
<br />
<br />~~
<br />. l i .
<br />... I
<br />'" l
<br />d I
<br />
<br />i
<br />i
<br />I
<br />.
<br />j
<br />
<br />I I 7
<br />~LJ.072' I
<br />~ \
<br />. - "'-----"<
<br />
<br />~2"-7"
<br />
<br />A = 1,86 in.'
<br />
<br />WT = 2. 14 p.Lf.
<br />Ix = 16.80 111.'
<br />
<br />Sx = 5.60 in.'
<br />
<br />6063 . T6
<br />
<br />2" X a" x 0.072' x 0.224" SELF MAT1NG BEAM
<br />
<br />/ , ----'i'
<br />... I I
<br />'" I
<br />'"
<br />ci
<br /> I
<br /> I
<br /> A. 2.0' in.'
<br /> WT = 2.30 pJ.f.
<br /> , ~ Ix = 22.33 in:
<br /> Sx = 5.70 in.'
<br />.072"
<br /> 6063 . T5
<br />
<br />,;.,.- 2" -.;,
<br />
<br />2. x g" X 0.012. X 0.224" SELF MATiNG BEAM
<br />
<br />
<br />A = 2.37 in.'
<br />
<br />WT = 2.72 pH.
<br />
<br />~
<br />
<br />Ix = 26.83 in.'
<br />
<br />Sx = 7.98 in.'
<br />
<br />~.orZ'
<br />
<br />6063 . 76
<br />
<br />,..,~. :
<br />. ~ "---".;
<br />
<br />,,:-- 2" _
<br />
<br />2" X 9" X 0.082" X 0.310" SELF MATING BEAM
<br />
<br />I',"-:;r
<br />
<br />I\07>=;.,ilTCH WlTrl (1l #8 SHEET METAL SS?EWS
<br />AT 24' O~ CE~TER TO? AND B0T70M
<br />
<br />//
<br />~"'
<br />
<br />#12 x 314' S.M.S, (TE'<) @ 24" D.C.
<br />TOP AND BOTTOM (iYf'ICAll
<br />
<br />1
<br />\
<br />
<br /><:-- 2" x DEPTrl S.M.B. BEAM(S)
<br />SIZE PER CARRIE;l. BEAM TABLES
<br />
<br />#12 x 314' S.M.S. (TE'<) @24' D.C.
<br />ST AGGE."\ED TOP AND BOTTOM
<br />
<br />
<br />"
<br />~
<br />
<br />
<br />2" x 4' S.M.B. BEA.'v1(S) TOP OR
<br />TOP OR BOTTOM (AS CONOITlON
<br />WARRANTS) SIZE PER CARRJER
<br />BEA.... TABLES
<br />
<br />DOUBLE-BEAM FASTENING DETAJL
<br />
<br />1'1'1 ---"(
<br />
<br />r r, " I "'
<br />L~~
<br />i I
<br />,I--- w ~
<br />
<br />
<br />Section Alloy
<br />
<br />Gunerl
<br />Edge 16
<br />
<br />GUTIER EXTRUSION (GE)
<br />
<br />r=T!
<br />-t:G
<br />
<br />I
<br />,t-- 2" ~
<br />
<br />A. 0.53 in,'
<br />
<br />WT ~ 0.51 p.Lf.
<br />Ix = 0.3' in:
<br />
<br />SX=0.41 in.'
<br />
<br />6063 . T8
<br />
<br />2" X 2" X 0.041" SNAP EXTRUSION
<br />
<br />Dl
<br />OJ
<br />
<br />,t-- 2" ~
<br />
<br />A = 0.59 in.'
<br />
<br />WT = 0.68 p.l.f,
<br />
<br />tx = 0.81 in:
<br />
<br />Sx = 0.69 in.'
<br />
<br />6063 . 76
<br />
<br />2" X 3. X 0.045" SNAP EXTRUSION
<br />
<br />;~....:;.
<br />i
<br />
<br />--.,
<br />
<br />0.072"
<br />
<br />
<br />,t-- 2" -.;.
<br />
<br />A = 0.68 in.'
<br />
<br />WT = 0.76 pH.
<br />
<br />(x = , .63 in."
<br />
<br />r-
<br />
<br />Sx = 1.06 in.'
<br />
<br />.,
<br />
<br />~~
<br />
<br />6063 . 16
<br />
<br />..-
<br />
<br />- .<
<br />
<br /> ~
<br /> ~
<br /> ::)
<br /> (f) Z
<br /> ~
<br /> UJ ~
<br /> D::
<br /> ::) Z
<br /> f- <..9 (f)
<br /> U
<br /> ::) (f) ....J
<br /> rv UJ ~
<br /> f= 0 f-
<br /> (f) (f) UJ
<br /> UJ UJ 0
<br /> ~ a: 00
<br /> ::)
<br /> ~ f- Z
<br /> U 0
<br /> I..L. ::) f=
<br /> ~ a: u
<br /> ::) f- Ll.J
<br /> Z (f) (f)
<br /> -~
<br /> ~ ::)
<br /> 3z
<br /> ~ ~
<br /> ::)
<br /> ~
<br /> ~
<br /> ...
<br /> ''!:
<br /> W ~_
<br /> . .... CO<
<br /> a.. :::l -
<br /> Vl'"
<br /> _;Z :
<br /> :::: 8 ~. ;::
<br /> Q;I...<'"'
<br /> C:~$~~
<br /> c: ~ !;: ,.. g
<br /> Q;I'1.<~,.:.
<br /> ClJ3og;e
<br /> ~:t~~
<br /> . ==- .... 'oU (!;
<br /> W~6B~
<br /> Q;I~~[~
<br /> o~"'w"-
<br /> ~f~
<br /> <J) ,!:,::is
<br /> ~, .
<br /> ..;10
<br /> ~~
<br /> 7
<br /> 200
<br />j , EAL
<br />SHEET
<br /> 7
<br />
<br />2" X 4. X 0.045" SNAP EXTRUSION
<br />
<br />~~--'"
<br />r~~ ~ i
<br />I ~ . :
<br />o I
<br />. I
<br />-k- 0.072" i
<br />
<br />i
<br />I
<br />I
<br />
<br />~~~
<br />, I
<br />I :
<br />:-- 2" -).:
<br />
<br />A:: 1.32 in.a
<br />
<br />r-
<br />
<br />WT = 1.52 p.LI,
<br />Ix = 7.02 in.'
<br />
<br />2. X 6' )( 0.062. SNAP EXTRUSION
<br />
<br />0.072"
<br />
<br />Ry
<br />
<br />I
<br />I
<br />I
<br />
<br />i
<br />~~
<br />I I
<br />, I
<br />,.r- 2" --;'
<br />
<br />,no
<br />
<br />1.85
<br />
<br />2. ,...
<br />
<br />Sx . 3.05 in.'
<br />
<br />6063 . T6
<br />
<br />A= 1.45 in.'
<br />
<br />WT = '.68 p.J.f.
<br />
<br />l..
<br />
<br />Ix = 10.14 in.'
<br />
<br />
<br />2' X 7" X 0.062" SNAP EXTRUSION
<br />
<br />Sx . 3.83 in.'
<br />
<br />6063 . TS
<br />
<br />OF
<br />
<br />10
<br />
|