|
<br />if
<br />
<br />f
<br />
<br />/'
<br />
<br />12.
<br />
<br />/
<br />
<br />12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
<br />
<br />Table 7,1,1: Allowable Spans for Industry Standard Riser Panels for Vanous Loads
<br />Aluminum Alloy 3105 H-14 or H-25
<br />
<br />TTI.FT1T""""i""~TFRi'Ser Panels
<br />I upen'Suirding$ cJ'lclos.ecj BUildIngs
<br />~Appjled .ove~9CondltlOn Wind ;'ppl ed ~CondltJon
<br />ReQlon I LO.d '...,ON~r~~ 7~~-Y:O~-- Reg,on I lO'd ~JO~e--T.;r-71l )'.<)" 4'~
<br />-lC2M,P-~'1--'S.T--r;--:-----:~,.B---~J~lO~M,t':.r--2g---r\J .... t;.:--;-:~
<br />"l'10M p-,;..r-:- 20--'5'".r~ ~-7' ~ -;".;:r-- ~4"'-~~.~~--,lO M,1'~Jr--.r:~~i~~~~
<br />'~OM;>i.c-~Y--;:-s-to'''-o,.......-n~1J',:a-l20MP-'~.'--.r:~~'5',:a---,)' : e,',' !
<br />'l25MP~2.----s",~S';;--o~'UT,;"~l2S1.T~4s---T1Q "'. " "~
<br />~40MP~J~.TTr'f1---C:":~7'".~-q~J~4~11_~~'?.JS 5<> ?',~ o.r,
<br />
<br />-rll~""-.J:l2 x""IT,tlt6"'~;::ranels
<br />O"Pena-ullqlngs !:J1cJosed oucldlngs
<br />~a! Appller-- ove~ COi1ai1ion \Vind---APpl;ed o:iemang C.Of"dltlon
<br />Reg,on I load C"'JON~f':U.,-,-T~~:rm.O~ Region load rJO'i~...----y.;r-T1l!4~
<br />,n21.T~7 ,,4 "-:--;:T',,;;--t-<o."~021iTP~~r-;,, -" 0 11 0:) I g.g i
<br />~iTO M-J:T~- -"'-J --~':' "- -- .:'---7:1~ "r.,y~~C'.;; 1'10-y,;rr:r--3S---,.r"" ~o~----:-.~..
<br />'2~:q,?"":H.--;-n---"S'.r-4..;,~7.o----a-.~'C'.:"'-- ~2-0~,P"R- -.n--y-;- ~o.2 "d n--
<br />'2S~,~~r-;:T~),..) ;.~" ~25lT.~s---.r-~ 4,' ':./'1..1 /-Q ~.t.
<br />1~01l~J2 ~.4 "6~;'"'~'0I'7.~4j'Y.~~4'G .::.-.') :l'~'..I I a "
<br />
<br />~~Jr~Panels
<br />openSUiTd"7'ngs =r>cJosed BUIldings
<br />--;;~'Ind I Applied ~t..ondlt)on ! vvtn~Applled Uvemang CondItion
<br />Region i load C"'J0'i~!"-<l~71l~Y.<)"--'-:O~ Reg,on ! lo'd 'lO'iE , .<)" 7.:)' 3'.:)" 4-<l' I
<br />,n<,.~'r-o:r-e~~~.,.....,onl.~r--o'~~"" ", d,'O"T'c:r,
<br />""'O--1.T:~o 1-0 j~.~~~l~,~-J~-3 :l"; 0'" 0,3 "'1=lwi
<br />'~O'll.~~r~~-,r--;'".-r---gt.~;.~~\rll,?H. 4~ ~'J :l', 0'/ I .'1 ~,'
<br />'25'1Vf.~r- 0" o'~'J 'd ~-~--Q5:;r,~S 4.'" ~. O':l ,.10 I ~':1 :
<br />-nu-Y.~1r~o.~.(. c.~ ~-14o-\f.~50 4-0 " :l"'~ {:o-IT.~
<br />
<br />--n-l~~'2~-O:"01F~~
<br />open3U1ldlr"'gs t;flclosed BUildings I
<br />WH"1d I Applied ()vem.1ng Condltlon Wind Appj ed ~Condlt)on
<br />RegIon J Lead ~Of~~T~:r~ Region I Load ~E '..v ! Z~j'"1l!4~
<br />'1J~,~~.3 -~.~.TlQ"Z1l,~2~:l~ - " 1").'0" 0.2 ~.'j
<br />1l0'1iT,~~.o-r,,,,, - -.~T""C'c:s'''~1Ul,f~~J,.-~.,.....-o:~~v.;-1
<br />:-1~U"1l_~2~~S:;---~~~=-'20~?_."l. 41 4.;j :J.' ".i. I 'j.J I
<br />'t3:;r~2~~~;"., ., 0.;, ::/.'T-r25"9':~.;, ~'~J =>.',i /-1:1 ~r:
<br />-':4IJc.r,~J~.:;--S:a--o:""---~7.---"Ul,f~~),', 4., ,.a ,.2" e,ii I
<br />
<br />1~2 x .0000~~Panels
<br />Open But1dlngs tl'closed cUlIclngs
<br />~Ind I' Applied -~CO('d:tJon . -Wind App!;e~ Uvemang CondItIon I
<br />Region load C"'JO'i~.;r-T-l)----;-Y:O"""":O~ ""glon , lo.d 'NO'\I~~T~:r~ i ~.I] I
<br />:--'cn.;r,~r-:3'":~ . c.~ ;:-4 1~.--;--10,,"1l~g--;-::::l I b.~ : 1'/ : a.~;"I I ".J '.
<br />llinl,~.~.~.::r-:-~~.7""11~~J.5 =>.10 0., ., d.~ :i.,'
<br />:--120l;(~~~7~~~~~.~'2Cil;f.~, 4' :-':1 ;J.'j c.::j d.' I ::l'~
<br />:12)1~lP.H. t.6 o:llJ""'"i,.j ~.~25lJ,~:(. ;J., .i, ':$-0 I
<br />140 M.i"'.H. j~t. 0.:: .... d~~'Tanl;f~'5;--.r-.ij :1'" 0" ':j.J
<br />
<br />TV,'X1Ylll,n~T~Pa nel.
<br />~aulldlngs CJ1closed ~ulldlngs
<br />Wind i Applied ~(,.o~drtJon i;Vi?ld Applied 0'verhan9 (,.ondll/on
<br />ReQ,on I load "'1\ION'E-T.;r-7~"""""":o-r- Reg'on i Load NO'Je--T.;r-7.;r-:r~~
<br />-l-021J.P~1'-~~~~~7.~102"M,~~~ '1 ':1 '"3"".2 :1.4 10~
<br />-Trcrl;r.~20---0:~e.1o-~~';~.T11Ul1.~JS-~-? ! 0.::/ 0 '\J 'u.4
<br />1~ll>T~2r--~~~"'i ','''' i,Ul,f?,H, 4' s:n;o:r-:--:-:r-?'"" ,.'i
<br />'2S>f~~2g-7~'--e';;--7.~J;"":"'2S1.T~~,,'--~~?',) " '.
<br />14O'"';1.~'J~O:~~'~U-'~c:~~cr~r:r~~~~ ,.i~ I g-o
<br />
<br />No,e T01,)j r-;o{ ~anej MOt"' ::: 'OQn'" .....,~h C"(.;$ ....ail 'Me!:-, ~ws o..eft'a09
<br />
<br />~l
<br />
<br />f
<br />
<br />12"
<br />
<br />/
<br />
<br />12. WIDE X 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
<br />SEE iNDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR AllOY AND THICKNESS
<br />
<br />Table 7,12: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alioy 3105 H,14 or H.25
<br />
<br />i J" x 12" l 0.019" Riser Panels
<br />Open Buildings
<br />Nind i Appiied' Overtlang Condition
<br />Region I load N0NE ' 1'.0" : 2',<)" I Y.IJ' 4-0"
<br />102 M.P.H.: H 'w" I 1Z.;--' i 13"-4- ~4 -4"
<br />i "0 M,P,H,: 20 '')','i' 1',2" I "-5' I '2-6" i)',,'
<br />~~ M.P,H. I 2) 'S',]" I ~0'-5" i 10'."'" 1''','0''1 1Z.",
<br />I ~25 MP,H :6 ';..7~ g.'C'" 10'.5' '1-4" '2'~
<br />14.0 M,P.H.: J2 3'-8" 8'.~ 1" g _. 10"./ , 1'.'0"
<br />
<br />,)" ::. 12" l 0.026" Riser Panels
<br />Open Buildings
<br />OVC'r,,)ng Cocdibon
<br />1'-<)"i2'.<)"I~i~
<br />14'.f3" 16'..:;
<br />')"-5" i5."
<br />,"'.5"
<br />
<br />L___
<br />I ~Vind
<br />Region
<br />102 M,P,H,
<br />"0 M,PH.
<br />'20 M.P,H. I
<br />~25 M.P.H. !
<br />114-0 M.P.H.
<br />
<br />. Applied!
<br />I Load IN0NE i
<br />I 17
<br />20
<br />23
<br />
<br />26
<br />32
<br />
<br />
<br />i)" x. '2" x. 0,032" RIser Paneis
<br />Open BUilding.
<br />Wind I Applied i Ovemang Condition
<br />Region I load ,NONE I 1'-<)" 2'.<)" I 3'.<)"
<br />i ,02 M,P,H. I 17 '5-5" I
<br />: 110 M.P,H, i '..2"
<br />, 120 M,P,H, i n.)"
<br />, 125 M,P,H, I 12'S
<br />I ,.c M,?,H, ".)'
<br />
<br />
<br />Wind
<br />
<br />Enclosed Buildings
<br />Applied I Overnang Condition
<br />load I ~.0NE 1'~0" 2'.<)" Y.IJ' I 4'.Q"
<br />i 9'.4')'.'. ~ ':r.,,~ I ,z.r
<br />10'.J' 1 '..s~
<br />'?l.g' 1 ,..,'
<br />
<br />Region
<br />102 M,PH,
<br />,'0 M,?H,
<br />'20 M,P,H,
<br />'25 M,P,H. :
<br />,.c MP.H.
<br />
<br />
<br />9'.(,' , '"
<br />8'.""
<br />
<br />
<br />12". ~ ~
<br />
<br />Encloo:.ed Buildings
<br />,'/lnd -: ~p~llrQ -- Ovema~~,q CondTt;O.~
<br />Region : load i'NO-NE I 1'.Q" 2'.Q" )'.<)" I 4'.Q"
<br />102 M.P.H. I 29 I .~'..a" i 10'.1-)",1"--4' 12".J'i 'J"';"
<br />"0 M.P.H.! 35 ! 9'-8" i g.~1 I 'C'-6u '~'.5w '2"1
<br />'20 M,P,H. 4' 8',' i" I 9-2' 9'.'0" '0'.9" i '2'-(1'
<br />125 M.P,H. 45 8'.7" I 8-':'" 9'-5' iO'.5" I i1.a"
<br />1.c M,P,H, 56 ,-3" I ,.,," 8'.a' 9'.'1' , i'.i"
<br />
<br />Enclosed BulIdlngs
<br />Wind I Applied i Ovemang Condition
<br />Region Load NONE "-<)" i 2'.<)" I 3'-0"
<br />102 M,?,H. I 29 1 1i ,9" 1".11'1 '2'-5' 1)'.)'
<br />, "0 M,P,H, )5 i 10'-9" ,'0"""1 , 1'~5" ~2'.3"
<br />~20 M.P.H. I 41 9'.~ 1" , 0'. i" I -:0'-8" , '.(
<br />'25 M,P,H. I 45 3'~5" g'-8") 10'.)" I ,\.2"
<br />,.c MP.H. I 56 8'.'1' ,9'''''' iO'-3"
<br />
<br />4'.<)"
<br />14.3"
<br />~3'.5
<br />':2".g'
<br />'2' -5" I
<br />i i,o"
<br />
<br />Note: ;otai root ;ar,ej 'N1CU"; = roOr"1 'N'c:th ~II,.;S ....all 'N'dtr, ;::1:-$ :.errarw;
<br />
<br />Table 7,1,3: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H-28
<br />
<br />fjXlT"'"'X--o-.01~ Klser Panels
<br />I ()peri BUildings
<br />I Wind I Applied I Overnang Condlbon I 'NIn pp Ie
<br />I Region I load r<'(l'l;rT-W"T2":o"'TJ"~ Region load 1,,(l'l;E:
<br />1l011i(~r---r~:"'Ij.ii I ':.5 I ;5:;: I ",.i' ,n<');l.~2~_., I ie., ! ii": i 'u
<br />:n"O"M]"11~~7TT'~..:J I .4'1 i 1...~ ",rr~.~J I ~ i ',","~ I
<br />1l~1i(~':'1 23 I ',." . i2'T'i'2''' I i)4 I i4": '~Olil,~~ ''" I .',
<br />Il~rn, ' . I '~.2 i '.'4 I i'.,~~.a 'ij,. 1~:;lil~: I 0-0 I ., I '-0
<br />,CUlrlil,i>XTJ'2'I'~'J.T"'lC':' I ,,~T'~lil~ I ~,' I
<br />
<br />p"Tl2"XO:~ .ne s
<br />I openBuildlng.
<br />I Wind i Applied I ~CondltlOn : Wi"n. pp Ie I
<br />Region I Load !1l(l'l;I:"!T'~17~IT.m:o~ Region Load f'lmlE I
<br />1l0~~,....-;--r1 57T"'~o:BI1l ,7'.':l"'TTS".::-lnll;(,~29i<
<br />[1l1Jl;(~~0 ,i4.1'! '5"..Ji"'5 "5.i"! '0'" 'flJlil,~J i
<br />1"0'1J:~~i~'7T'T"5""T''5''li'o.;;-1~or;f?H. i 41 I '
<br />l:nJ:~~~7''''''TTJ'',TT').a I 144 I '0": '2m,~5 I "
<br />~'Jp:rr-j~, I ii,' i 17~,~::-T.lIJlilp:rr-5b-i'ir'1 i
<br />
<br />f)"Tl,""-ll:lljT p:;ser Panel.
<br />I ope-nBulldlngs C ose UI Il'1QS
<br />In I APPiFlled Overhang condltlon Wind I APp~lled' Overhang n
<br />Region I Load <:mEl"':o"'T7<l1Y:O~~ Region load cmE I I
<br />I ~n.u:R:"i1 TlO'''Tl71TTTB':;j'I''TB''1 '7"'7lnm-~: . . U I
<br />[1lll:M~0 I ib~ 1:5, 115" I '7" 1''': "OlJ~~'7 2, I i) I
<br />il~O'1i(~r-r'- '~5"Tf'Tl5"J3fl~"m: :' I: II I '"
<br />r':5Y~~'1 2~1 '4, 1'4~4" I '5.a' I ',<5"""1::;Y.1 I eil "'.2"1""
<br />~ . I !2I1:r-Cl'J"TIl> S~~56'7.'''TO''TTn''''"hu
<br />
<br />
<br />t:.nclosed BuildIngs
<br />ver ang
<br />1-<) I
<br />
<br />n I Ion
<br />
<br />
<br />I .~ I
<br />
<br />~ .
<br />i ,).
<br />
<br />'. I
<br />
<br />-v
<br />,,-/
<br />
<br />h,;-d
<br />
<br />,,'':1
<br />
<br />
<br />Note: '70131 r:;,of pa~ ~'Cih; room ~,0l!"'1 pl'..S ...all .....'Olh P!..s c~,arg
<br />
<br />J
<br />
<br />l
<br />
<br />/"'~------- 12,00. ---- ",,_U~__ /'
<br />
<br />INDUSTRY STANDARD CLEATED ROOF PANEL
<br />
<br />Table 7,1 ,4: Allowable Spans for Industry Standard Cleated Panels fer Various Loads
<br />Aluminum Alloy 3105 H.'4 or H.25
<br />
<br />1T.JT~lm.\,i''i C,;leated r'anels
<br />I ()pen 6ulIdtl"!Q$ I ~Bulldln9s
<br />! Wtnd 'I AppIit~ov~rt\anl;1 C<>ndtbon ~Appljed, Q<..'em~n9 COndition
<br />: Region. Load ~ONc:-r..l:j'''''TT~:r.:n~~i RegIon i LO.ild ~~11'"..;)" ; J ..;)~
<br />,'1t'2-Y,~1r-T-V.r-7'~~~7..~nlV:~29 I .1 1-4 I 3.' ~.,) I
<br />T1O"1ll'~~O---T~~,,.....,,O"..,.........-rr.g--n~,,,~jr-;-5',, 0" I 7.7 a" I
<br />h2~MP-m-n-'i""''--E'.~~VT\'''''''''1l.y--,20l.fP~''---;-'5''1i ,~'J " a"
<br />~trn.~"2~7., ',~ I a~ 3.~~151l,~~~.O I 0.\1 ~..l
<br />,l'.llR~1r-T5";---7C~V--~.""""0'1iT:P"X-56 I ;-1,.. ,.'D
<br />
<br />--r.JT4~mti-'a-'c.:,ei/lted ?anelS
<br />open duddln9$ , tnclosed dutldll"lQ$
<br />r--wlnd I Applied: C)vertl.anl;1 Condition I \.I.J'i"n-a--; Applied ~Condttlon
<br />I Reg!ol'\ I Load ~~..:o;7~Y~~"""'" Region I Load ~E , -l)P 2'-O~~~----,
<br />:nrn.~r-j1~c., i"'" ,~1.1' i '~IYl""M.'P"~29 11.11 0.2 i ts.11 ~.1~ 11...)
<br />ll~'"M,Pl1~-o---r-~.~--q.~:;-4 II:;' r""'-~'71TOl;f,~J~:"') '-0 I a..l ".5 ,-n--,
<br />l2-o-Y.t'~2-Y-- Vl,-gr,y- ,~..r "J:~-ll'.n-1"2O-V/~ - ~o:s--~r:r'-r:T1~~
<br />~2rM,~TG--zr--r-;.~]":Tlr:r--:- rc~~--:--12511,~ ~.~~ I.Q I 5.'j ~~
<br />l4~_~-Jr---i" .\Q 9~ 1i~~.~~.~ ~.1 o. 1 'j.,~
<br />
<br />:-;.::J7".r"""il1""""i"'v.ll"Jr::::ealed r'i/lneIS
<br />Open 3Ulldl!"'logs tnclosed duddlng$
<br />~Applled ~ O'-lerha!"'lg COndl'tJon ?/incril Applied! ~Condltlol"1
<br />i . R~gJO" I Load :~~c-1JJ/T..o--T~""""" RegIon I Load ~e-f"~n-:-J~"-
<br />~101V.~l I 11.J 1~.=> I ',1.11 ~2.~P~fi.?H. I 23 0" 0",,1 1~.'j
<br />11~.~10 I \,-,.4 10.7 1i.1 11.i' '~lllWl,~1~r.; 6.1 I 5.'1,J ~,.,
<br />i'N1A,~~-;--<l ".'0 ;...~ ".5 ~7.~i.-nV.i".H. 4' I "~~'..I 1.:1 '~
<br />~'2'5"V.'P"R--r---,,~ '1.~ :i-4 'j.,i 1~7T""1'25~.PX--U--~.2 .il 1.:-1~
<br />~~:~~J7 a.,- ~~Q.2 1~.~ ,~4m.~~o..:. 0-0 I /.:: ~~
<br />
<br />Note: Total 'tlo( ;:aliej 'Ne:!" :;: I"'JQm NC\I"I plus '...'aU -Moj:1"I pI'.'S c.e~,ar"'g
<br />
<br />--.J
<br />
<br />"
<br />"""
<br />
<br />,."
<br />
<br />I
<br />I
<br />(-'~""""
<br />,~
<br />10-::-
<br />
<br />'j.1i
<br />Sf.':'
<br />,,>
<br />
<br />~
<br />~
<br />:J
<br />Z
<br />~
<br />(/):2
<br />w z
<br />S~
<br />f- (/) (f.)
<br />U w w
<br />:JOa5
<br />IX (f.) ~
<br />f-W'--
<br />(f.) IX r--.
<br />W :J Z
<br />:2f-O
<br />~ g 1=
<br />LL. IX U
<br />o f- W
<br />O(f.)(f.)
<br />o :2
<br />~ :J
<br />Z
<br />:2
<br />:J
<br />~
<br />~
<br />
<br />f-
<br />~
<br />~ ~ N
<br />o..~~
<br />- ~ ...J
<br />....,.; 0 u.. ~
<br />....,.; t.) . '"
<br />Q)f-<""
<br />C~~;!;g
<br />C~>:~:g
<br />Q)a<~;;;
<br />CO....C"',...
<br />. ~ ~ w
<br />w~5i~
<br />,(/):t:><
<br />Q) :&ili~
<br />...J
<br />w
<br />I-
<br />
<br />
<br />68
<br />
<br />OF
<br />
<br />6
<br />
|