|
<br />Table 2,1,1:
<br />
<br />wino ~one :II
<br />App lea I.oaa =
<br />I.oa a "'am
<br />.
<br />.
<br />
<br />I
<br />I
<br />I
<br />I
<br />i
<br />I
<br />
<br />.
<br />
<br />'"
<br />"
<br />14
<br />I.oaa "'oU"
<br />.
<br />.
<br />
<br />~"
<br />.
<br />W
<br />
<br />I ,,,
<br />I loaa ,""OUl
<br />I ~
<br />I ·
<br />I (
<br />
<br />~-~ --
<br />I 10'
<br />"
<br />
<br />
<br />I co"f".
<br />
<br />I
<br />I
<br />I
<br />I
<br />f-
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />~.
<br />.
<br />,"
<br />
<br />,.
<br />loaar'Otl1
<br />
<br />
<br />r
<br />
<br />,:u
<br />"
<br />'2'
<br />
<br />::::~,~l I zo~~ ::~l
<br />
<br />.-v
<br />,""
<br />
<br />0'0
<br />-0
<br />
<br />."
<br />0-0
<br />0""
<br />
<br />o .
<br />0'"
<br />, .
<br />
<br />, .
<br />chi
<br />
<br />i-I
<br />
<br />,.,
<br />0-0
<br />04
<br />0'1
<br />..,v
<br />
<br />~' ~
<br />:t~; 1
<br />
<br />::~
<br />
<br />( .11
<br />
<br />7'.7"
<br />
<br />0-0
<br />0""
<br />'-0
<br />,~
<br />,-v
<br />4.'U
<br />4.,
<br />
<br />o.
<br />( .~
<br />
<br />O' '"
<br />0'0
<br />0""
<br />, '.
<br />,-0
<br />,""
<br />
<br />O.
<br />0,,,
<br />
<br />o-<S
<br />o
<br />
<br />0""
<br />."
<br />
<br />'U-U
<br />.."
<br />,-0
<br />
<br />-0
<br />
<br />0.'
<br />0'"
<br />
<br />I ~:~ j
<br />,0'" I
<br />i ,'.~
<br />: ;~ I'
<br />6'.10" ,
<br />
<br />Exa mple:
<br />For Z' x 4" X ~ C3S" x O. ':XY' Sel1.Matmg Seam; Seam span =-etweer. <..c:;1grts use 'cae; Nl':rt;, to er.ter :abie
<br />For ~2' Root Da:ie~'" 2' O'le~dng; load 'lVidt.'"1 = LW = ~2' j 2'" 2' 0:--. :: S' =r,ter ~able 01"1 feft. at 8' ,ead
<br />al1cwabie spar", :.;rcef requlred ':;ad~, ~hus for 'JO M.P H 'N1~~ i.:::;:dAive ,,;ac or 17 #iSq ::~ a('\~ Lead VVicth = S'.
<br />0"
<br />Max","um Seam Span'orl',4" x OC38" '0 100" = 1"'.5"]
<br />Scans do not Include le('\gt.'" of k.r>ee brace Add NJr,zon~a~ergttJ Qf 'C::"Iee Drace to above spans fOl" total bea
<br />spans
<br />
<br />i.J _-0
<br />o. 0'"
<br />o. 0.,
<br />0-4 '.1\1
<br />" X 0 X U:VO\l NOIIOW
<br />'w""
<br />~-4
<br />
<br />0-0
<br />..0
<br />
<br />,-0
<br />0'0
<br />
<br />lV-"
<br />
<br />. .
<br />'0 .~
<br />o. ,
<br />1.(
<br />
<br />, .,
<br />0,'
<br />0'"
<br />
<br />!:l.~
<br />
<br />f.1 '
<br />
<br />Table 2,1,2:
<br />
<br />Wind Zone ..
<br />Applied load'
<br />Load Width
<br />8'
<br />9'
<br />'0'
<br />'1'
<br />12'
<br />13
<br />14'
<br />,.
<br />Load Width
<br />8'
<br />9'
<br />'0'
<br />11'
<br />12'
<br />13'
<br />'4'
<br />16'
<br />Load Width
<br />8'
<br />
<br />i- __ ;9~--
<br />
<br />,..
<br />13'
<br />~4'
<br />1S'
<br />load Width
<br />8'
<br />9'
<br />10'
<br />11'
<br />12'
<br />13'
<br />14
<br />
<br />I
<br />I
<br />I
<br />
<br />,.
<br />Load Width
<br />8'
<br />9'
<br />10'
<br />'1'
<br />12'
<br />,3'
<br />14'
<br />'S'
<br />
<br />r-
<br />r-
<br />
<br />I
<br />Notes:
<br />Above spans do r"'ot If"'1clude :engtl"'. of k;1ee brace
<br />beam spans
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />'0"'"
<br />
<br />~".. 1 1 "
<br />
<br />\2':;-
<br />
<br />~ 1",'
<br />',1'.,{"
<br />'U'...
<br />'0'..4"
<br />
<br />3'",
<br />
<br />i~'.Q
<br />'4'..
<br />'4 -.1
<br />13'4"
<br />
<br />'1.'."
<br />''''~
<br />1 ,..'0"
<br />",,-
<br />
<br />'.(..4
<br />11-8"
<br />, '-.1
<br />
<br />i
<br />j
<br />I
<br />I
<br />I
<br />
<br />~ \,I -0
<br />
<br />'U'.,"
<br />'-'j
<br />3'..4-
<br />B'.9"
<br />
<br />1 ( .Z'
<br />.,6'.,"
<br />,,..;1'
<br />1,'.,,'
<br />4'.3"
<br />
<br />2' ."
<br />20',9'"
<br />';;-'$
<br />'6'..'
<br />1('. "
<br />~'('-S
<br />
<br />"0'
<br />','.
<br />
<br />23'.11"
<br />iZ.(
<br />
<br />,,1-~
<br />
<br />2fJ.,"
<br />,..r
<br />'6'.'U'
<br />',8'.,,'
<br />16'.11"
<br />
<br />I
<br />I
<br />I
<br />I
<br />
<br />'4'~r'
<br />
<br />'3'..4"
<br />
<br />'2'.T
<br />'Z'-<J
<br />'''..0'
<br />
<br />".,
<br />,0'-8"
<br />...""
<br />
<br />.c " '8'.,"
<br />18'.1;"'1'7~,
<br />, ."" I '6':Z'-
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />".,"
<br />'j...
<br />,4'.3'
<br />10'-8'
<br />'Z.'IJ
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />";;'.W
<br />'8'-8"
<br />1T..'
<br />'"0""
<br />16.z'
<br />10'.
<br />14."
<br />14.(J'
<br />
<br />T
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />2".T'
<br />20'.,"
<br />"...4'
<br />'8'-5"
<br />, 1'-8"
<br />'0. ,
<br />16..4"
<br />15'.3-
<br />
<br />Add hOrZDf'ltaJeflgtt'1 .of k.nee brace to above spars for total
<br />
<br />Table 2,1.3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures
<br />(102 MPH Wind Zone, Applied Load' 1rlbsl sq. Il) Aluminum Alloy 6063 T-G
<br />
<br />Single Sell.Mating Beams
<br />
<br />2" x 4" x 0.038" X 0. 100"
<br />2" X S" .0.050" X 0.,20.
<br />2" x 1" X 0.055" X 0.120"
<br />2" X a- X 0,072" . 0.224"
<br />2" . 9" X 0,072" . 0.224"
<br />2" . 9" X 0,082" X 0.306-
<br />
<br />Double Sell.Mating Beams
<br />
<br />2" X 8- X 0.072" X 0.224-
<br />2" X 9" X 0,072" X 0.224"
<br />2" X 9" X 0.082" X 0.306-
<br />
<br />S'-<)" I 8'-<l"
<br />
<br />'l-8"
<br />16'-8"
<br />21'..4"
<br />2T.S"
<br />2g.,,"
<br />32'.9"
<br />
<br />'0'-<)" I 12'-<)"
<br />
<br />YJ.IJ'
<br />3l.'0"
<br />35.10"
<br />
<br />'O'-<l" I 12'-<l"
<br />
<br />'0'.,,"
<br />'0'2"
<br />',6'-Q'
<br />23'.9'"
<br />25.""
<br />26'4"
<br />
<br />'1.g- 6'.\1-
<br />,4'-Q' '3'-3"'
<br />',6'.r 15.'-
<br />21'-3"' 1'1-5"
<br />23'.3" 21'.2"
<br />25'..4" 'ZO.2"
<br />
<br />Tributary Load Width
<br />14'-<)- 16'-<)" I '8'-<)" I 2O'-<l"
<br />Allowable Span "l"
<br />T.9" T..4"
<br />, 1'.5" 10'.9"
<br />13'.,- 'l..4-
<br />16'.g- '5.,0"
<br />16'4" tT..4"
<br />20'.," 16'.,,"
<br />
<br />8'-3"
<br />'l-3"
<br />'3'.,,"
<br />'T.\1'
<br />,g'-8"
<br />21'.5"
<br />
<br />Tributary load Width
<br />1S'-<l" 20'-<)- I ZZ,j)" I 24',j)-
<br />Allowable Span "l"
<br />21'-3- 20'-3"
<br />23'-3" 22..
<br />2S'4" 24"..
<br />
<br />22.5"
<br />
<br />24'.0
<br />
<br />26'.g-
<br />
<br />Tributa ry Loa d Width
<br />
<br />6'.""
<br />'0'-3"'
<br />'1'-8"
<br />IS'.IJ'
<br />16'.5"
<br />'T.""
<br />
<br />''1-5"
<br />21'.2"
<br />23'..
<br />
<br />ZZ-<l"
<br />
<br />24'-<)- I 26'-<)- I Z8'-<)"
<br />
<br />6'.,-
<br />6'.".
<br />'0'.3"
<br />13'..
<br />14'-5"
<br />,5'.9'"
<br />
<br />lr 4"
<br />18'.,,"
<br />20'-8"
<br />
<br />Double Sell Mating Beam
<br />2 X 4 Sell Mating Beam
<br />added to TopiBottom
<br />(perpendicular ta webs!
<br />2" . S" X 0.07Z" X 0.224-
<br />2" x 9" . 0.072" X 0.224-
<br />I fi ~""ifC32" X 0.306"
<br />
<br />Note s:
<br />
<br />A.bove spans do not include !en~ of knee brace Add horizontalleogth of kneO! brace to above spans for total beam spans
<br />
<br />Wind Zone Conversion: Table is canstructed lor 102 mph wind zone, open structu' e (l1lbslsqft), to convert tabular value to higher (more
<br />severe) wind zanes, multiply by the lacton in the lollowing Canvef1>ion Table:
<br />
<br />14'-<)" I '6'-<l"
<br />
<br />2T.S"
<br />29'.,,-
<br />3'1.'1'
<br />
<br />25'.5" 'ZO.9"
<br />2T.9'" 2S'.""
<br />30'4" 26'4"
<br />
<br />12',j)" I 14'-<l" I 16'-<l" I lS'-<l" I 20'-<)" I ZZ-<)"
<br />Allowable Span "l"
<br />31'-Q' I 29'.2" I 2T 4" I 25'." I 24'.5" I 23'-3"
<br />34'.2" ! 31'-r I 29'.r I 2T."" I 26'-5" I 25-3"
<br />I :,€'-8" : 33'.\," I 31.. I 2\j'.',,- I 28'-6" ! 7.;-.,"
<br />
<br />10'~"
<br />
<br />34'-Q'
<br />3T.S"
<br />4U:-1'
<br />
<br />mna
<br />Zone
<br />~oz--
<br />11"
<br />14"
<br />,.<:I
<br />'''''
<br />
<br />6'.r
<br />'1.g-
<br />'1'.2"
<br />14'4"
<br />,5'-8"
<br />'T.\'
<br />
<br />6'-4"
<br />9'4-
<br />'0'-8"
<br />'3'.9'"
<br />14'., '"
<br />16'4"
<br />
<br />Allowable Roof Beam Spans for Carports, Patio Covers,
<br />Screen Rooms, and other Open Buildings with Solid Roofs
<br />Aluminum Alloy 6063 T-G
<br />
<br />IV" ;'I'H;j
<br />1.1 q, I-
<br />..m
<br />...
<br />o.
<br />o.~
<br />
<br />I .~~ :;:l I J~~ ~~l I
<br />
<br />I
<br />I
<br />I
<br />I
<br />
<br />i
<br />
<br />., I 0-0
<br />I 0.;; I ,.
<br />I O.J , -0
<br />! .1U '"
<br />I -0 o.
<br />I'" 0,'
<br />I " .. · U:VO" nOuOW '"
<br />i '~.J I ll.J I \.toO ~.
<br />I ,." ''';4 I .. I .-u
<br />I 'v... I ..1 O. 04
<br />.-0 I 0" 0'" ,L .,v
<br />-V'-" "., , .,~ (.,
<br />i ~.- ;---:-.,- -r--r:s T -,~
<br />I '!oj I /.,- ,. 0-0
<br />I r.', I i...J I o.:v o.~
<br />
<br />I m~.lJ>O HOII~; -0 .IV I
<br />
<br />I ;~:' I ,c~ : .~.~ I '~.~"
<br />
<br />lv.1U 'v-U , ,..
<br />..~ '.0 0.'0 ,.J
<br />.. : o. I 04 ,.,V
<br />..J I 0-0 I ,., ,..,
<br />0.10 : ,." 1-0 ..
<br />
<br />! 2 .~~:ooo~: xo,~?~'elT,tng:~m :
<br />! {I::. ! ~.:] : ::~~
<br />I :J .;; i' ;; -U i
<br />! 3'..4" 8'.r,
<br />
<br />Allowable Roof Beam Spans for Carports, Patio Covers,
<br />Screen Rooms, and other Open Buildings with Solid Roofs
<br />Aluminum Alloy 6063 T-G
<br />'02 MPH ,,0 MPH I lZ0 MPH I 125 MPH I 140 MPH
<br />17# I Sq. Ft I 20# I Sq. Ft I 23# I Sq. Ft I 26# I Sq. Ft I 32111 Sq, Ft
<br />2" . 6" X 0.050" X 0.120" Self Mating Beam
<br />,,,.,," '5.r 14'.,
<br />15".1,- I '4'.. ';.9'
<br />'5'.l' '3.,," '3-0"'
<br />14'.,,- '3'4 'Z.O"
<br />13'.,0- 'l.9' I ,'.1'"
<br />'3'-3 ','0" I 11.5'
<br />'l.11)" ",'0" I 11.(J'
<br />11'.,,' I , 1'.()" I .....4'
<br />2" X 1" X 0.055" X O. lZO" Sell Mating Beam
<br />1'14" I 1 r.'1T I "0"-8
<br />16'-3" 16.10" I 10'-8"
<br />'T..4" I ".11 14'."
<br />16'-0' ""'0" '4'.[
<br />15'.1(j :4. '3'.('
<br />1,'.. 14-'\1' 1S.'
<br />'4'-8" '3'-8" 'l.T'
<br />13'-8" I '2'.T ".9"
<br />2'" . a- . 0.072" X 0.224- Sell Mating Beam
<br />.4.'1)" ,L 2Z." L 21..4
<br />- 'T~'-r- r~~ ;-:U.2"
<br />T u;.)" I 2'J-Q' I ';;.1"
<br />21',!' ,'1-6" I '0-3"
<br />2fJ-l" ',O-'j I 1, .,"
<br />''1-Q' I '1'.,," I '6'..'
<br />16'.g- , 1'4' I '6'.Z"
<br />'T. I ',o.z I ".,
<br />2".9" X 0.072" X 0.224" Self Mating Beam
<br />2T.2" ,,,,.1 iJ..4
<br />25'-8'" i 23'.8''' 2Z.::J"
<br />,,4'..4 I ZZ.," ,,1;.11'
<br />23'.[ I ,,14 i~.i
<br />22.. 20'-6" ,..,
<br />2"4- 1'1-<1"' '6"..4"
<br />20'.T' I ',0., '/-0
<br />1'1-3- 'T.~' "5"","
<br />2" X 9" X 0,082" X 0.306" Sell Mating Beam
<br />29'-8" I 2r4' I ,,'--6'
<br />2/.,,' , .,." I .4.'"
<br />Z6'-o I .4-0 I 2Z.'Il'
<br />2,'4- I 23'4- I 21.9"
<br />,,4'-3" I a..4" 20.'0"
<br />23'-3" I 21'0 2fJ.;j"
<br />22.," I x",' '9'oj'
<br />20'.1'" I ''14'' 'f!-IT
<br />
<br />26'-<l" I 28'-<l" I 3Q'-<l" I 32',j)"
<br />
<br />18'-8"
<br />2'J 4"
<br />22-3"'
<br />
<br />,r.l'-
<br />19'-8"
<br />21'.5"
<br />
<br />24'-<l" I 26'-<l" I 28'-<l" I 3Q'-<l"
<br />
<br />22-3"' I 21'.5" I 2'J-8" I 19'.,,"
<br />24'.2" I 23'.2" I 22'4" , 21'-r
<br />2S'.,," I 24'.'1" I 23'.,," 23'.'1 i
<br />
<br />Appllea
<br />Load
<br />11
<br />,0
<br />,J
<br />,.
<br />J.
<br />
<br />\""onverson
<br />Factor
<br />,..,..
<br />U...
<br />u...
<br />U..
<br />0.10
<br />
<br />5.'0"
<br />6'-8"
<br />3'.,,"
<br />1l-8"
<br />'3'.,,"
<br />',5.2"
<br />
<br />16'.'1'
<br />,6'4"
<br />20'.'"
<br />
<br />31-<l"
<br />
<br />19-1"
<br />
<br />2'J., '"
<br />22'.-5" J
<br />
<br />...J
<br /><l::
<br />(/)::)
<br />o z
<br />W <l::
<br />I::?
<br />(/)Z
<br />ode:)
<br />(/)(j)(/)
<br />C!:WW
<br />WOoS
<br />>(/)~
<br />OWr-
<br />UC!:N
<br />O::)Z
<br />~t;o
<br />o.::)i=
<br />_C!:U
<br />(/)f-W
<br />f-(/)(/)
<br />C!:~
<br />0::)
<br />o.z
<br />C!: -
<br /><l::~
<br />U::)
<br />...J
<br /><l::
<br />
<br />f-
<br />W~
<br />....,J N
<br />a. ~ ~
<br />- ~ .....
<br />~8u..;!
<br />Q.) f- ~
<br />C~o~~
<br />C~>:~5'
<br />Q.) ~ t3 ~ ,-
<br />COujJ:ilS~
<br />. ~ ~ ~~
<br />Waoae.
<br />(/lif~
<br />Q.)ilji8UJu.
<br />{)UJl"l"'"
<br />C2:'lfUJ
<br />Q.)\5~1-
<br />L.. ~ all
<br />~ UJ.
<br />COVJ~/~
<br />...J'
<br />/
<br />
<br />r
<br />~
<br />./ j(~
<br />
<br />
<br />1/ EAL
<br />SHEET
<br />
<br />5
<br />
<br />OF
<br />
<br />7
<br />
<br />. j
<br />
|