|
<br />fI
<br />
<br />'1.--1
<br />~
<br />
<br />12"
<br />
<br />f
<br />1
<br />,(
<br />
<br />12" WIDE x VARIOUS HEiGHT RISER [INDUSTRY STANDARD] ROOF PANEL
<br />
<br />x .. 1
<br />
<br />Table 7,1,1: Allowable Spans for Industry Standanj Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H.1 4 or H.25
<br />
<br />5er a netS
<br />'.;pen UIlQlngs
<br />Ovemang '-onOltl on
<br />f'-.J" l:-o~ ~ ..;;"
<br />o~, ,.:J ::I-d
<br />
<br />I
<br />I Nmd
<br />I Region
<br />I 102 M,P,n. '
<br />I no M.?M.. !
<br />; '2D M.?:-i. ,
<br />i '25 M.Pn.
<br />~ M.?H. I
<br />
<br />: ,...pplled I
<br />Loa d ; .'~UNE: I
<br />n :)-J""
<br />.:::0 j'~ I 0-"
<br />ZJ .;-:;) I ':J-:r
<br />.5
<br />n
<br />
<br />,.,;
<br />
<br />O-O~
<br />0.1
<br />
<br />~"':
<br />~.,
<br />
<br />4~.~
<br />
<br />.(T
<br />I ,-I
<br />
<br />,n
<br />4-U" I Region
<br />'~2 Mi.?H. I
<br />I '.1
<br />'i:-d I' . i
<br />..;;: ' ?5 M.P.H. 1
<br />:f::J 1'40 M.ioI.H. I
<br />
<br />~C10se Ullo\ngs
<br />mang ",on ltlon
<br />I'iONe: I '.,"J Z
<br />I 4.'
<br />
<br />'i,
<br />: 0."
<br />
<br />~
<br />I
<br />
<br />pp Ie
<br />load
<br />29
<br />
<br />,.
<br />
<br />., 1 . I
<br />~ .;~': ;'~1
<br />
<br />,.,=
<br />::l.,j
<br />
<br />~Z' I i).0,5 '<Jser ~anel$
<br />,-';.en Buudlngs Enclosed :iuIIOjn~S
<br />Nlnd Applied I Uvemang t:.onoltlon I ,"md ,Applied I ~'Vem,ang C.;>nolllon I
<br />RegIon Load ~ONE i 'I.a- Z..rr J4' 4-0" 1 Region i load ~ONE 1 ,.q Z.q- J'-O" I 4-0" 1
<br />'O;'M.?H. ,,', -:. :f....4 3-0 1C"ir:r1102r-:1.P.:-t' 2.9 :j.f :..'" :.'i 'f-..) 'i-T~
<br />h1~-, ,~~:--- ~'----r:TV'-----:~ :--;u-~-u..~'. J5 I ~., I ,-\" :.)~ :.I~ i '1''';
<br />I ~20 M.P,:-;' -:s --p - O::;'--I.~:J-d 1(J-,: '2~i '-~4'r ~.~ :)., o-r ~~ 7=Yl
<br />I 125 M.?H., '2'b - :.,~ . o-J t -~ j.:l :1'." 1 ,~:~ ~ I 4-0 ,-., 0-0 -""'7=ri
<br />[1'4a MY.M. I "Jr ,- i :)-d 0-0 -,I-1:4O M.P.H. i;.o 4-V"' 4<? :l-C 3".11~ j
<br />
<br />~'7"'7]_--cJ2" ";{Jser ?anelS
<br />I ~pen oUHdlngs t:nclosed cuudlngs
<br />I 'Nmd ' Appjjed; (JI.'ertlang Conoltlon WInd J Applled I Qvemang Conchbon
<br />Region load \lG,"fc I , ~;:~.. ~..J 4-0" R.eglon I lcat1 j;1~c: , -Q ;:-0 J.{f
<br />11'02 MY,I"t 17 -1:.41" ''''., , ".~ 102M.I".H. i 29 ~~h) -'-0 I j"..(S
<br />; '10 M.P.M.. ::0 . -? -~ C~ ':"._. ',' ~,~.~,1 , ~,~..:',-~ ,I J.5 ,--0" -" ,.',' ~...>
<br />I'Z0MY.i-l.1 ZJ ,~3 <!;.;r.. _ ,I./mrl1. 4' -:,
<br />I 1.::5 MY.11. .:.5 0- ,0'" ,~ ~Ol" ~25 M.P,Ho' ~ I 4-'1 ,-:. i 01:;]
<br />I ",4OM,P,ri. , .)2 o.~~ ,-J; :)o:l g." ~40M.P,H.; 56 .1-0 ,.. ,.j'
<br />
<br />rT=17z .t ~Z x O.D'~" Rj~r I"anet$
<br />O~n 6ulldlngs
<br />I .....pplled I ~1vemang Conoltlon
<br />Load ,~~.. Z.1JR J..J
<br />17 ~..:.
<br />'lD ,-0 'O.~;
<br />2.J 0''')
<br />...6 ,.117 '0.2
<br />J2 ::-J I :)~
<br />
<br />Nlnd
<br />Region
<br />11'02 M.?i-l ,
<br />i "0 M.P.H.. :
<br />i 120 M,PH.
<br />11'~ M.P..'1.
<br />ruo M.PK.
<br />
<br />'.:l
<br />
<br />~.. i
<br />3"-0
<br />
<br />t:f1Closed oUlldlnss
<br />I Applied I Oveming c.:ondlhon
<br />loaa ~:'.IE:, , -JO Z.v J ..:y' I
<br />:S:l-? ",.W
<br />:l5" ,:...... j'~ 0"
<br />
<br />Wmd
<br />4-00 Region
<br />';'J.'-,J W2 MY,H. ,
<br />IJ.;, "0 M.'?,rt
<br />10-71"'-20 f.t.~.H. I
<br />,.11 '" 125MJ>,H.
<br />~., ~~rsRI
<br />
<br />.,
<br />
<br />4...a"'
<br />:.,
<br />...,.,
<br />
<br />jo',
<br />
<br />,.2'"
<br />
<br />';~
<br />
<br />::
<br />
<br />~.,c
<br />..,
<br />
<br />,.,
<br />
<br />t:.nclosed ~ulIdll"'';$
<br />Ov~marH; Londlbon
<br />~-o Z-J J-0
<br />~.LI
<br />
<br />I'\'md Applied i
<br />4.::.0---: RegIon ' Load ~t:.;
<br />'-./ I 'i021~L?,H. 23
<br />11.[ 110M.P.ri. 15 , :;.,""
<br />~fJ.'.j'" 1~.?,H. I 41
<br />~IJ-Q tl5 M.P,H. I 45
<br />1IJ."'~~;<;
<br />
<br />"4
<br />
<br />-;..-J
<br />'j~
<br />'j.1
<br />
<br />'-3
<br />
<br />:;.,
<br />
<br />pp !e
<br />Load
<br />29
<br />J5
<br />.,
<br />45
<br />;0
<br />
<br />Enclo:;ed BUHclngs
<br />I __"eman9
<br />
<br />.1
<br />0-0
<br />
<br />a.",
<br />
<br />I ~-,
<br />,4
<br />I o.~
<br />
<br />.2'"
<br />':). "
<br />,-0
<br />
<br />,..
<br />,.,
<br />
<br />,.,
<br />
<br />..'
<br />
<br />,
<br />40..lj" i
<br />ilT.Z" I
<br />'1~'v
<br />i.t
<br />:i.~
<br />'1.,
<br />
<br />, "'0
<br />
<br />4:-<T
<br />-J.'.j'" I
<br />'1.:J I
<br />'1.3- 1
<br />
<br />:'l~
<br />
<br />,.,
<br />0"
<br />
<br />I'"
<br />
<br />, on
<br />
<br />,4
<br />1 ~.(J
<br />0-0
<br />,..
<br />
<br />'-11=0--1
<br />I 1\J4
<br />;'." )
<br />..11T I
<br />tj-? 1
<br />
<br />{.,i
<br />
<br />n
<br />.L
<br />
<br />12"
<br />
<br />f
<br />
<br />L
<br />^
<br />
<br />12" WIDE X 3' RJSER INTERLOCKJNG DNDUSTRY STANDARD] ROOF PANEL
<br />SEE INDIVIDUAL PANEL SPEC:FlCATlON (IN TABLES) FOR ALLOY AND THICKNESS
<br />
<br />Table 7.1.2: Allowable Spans for Industry Standanj Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H,14 or H.25
<br />
<br />
<br />Enclosed Buildings
<br />
<br />Wind I Applied I
<br />44" I Region Load: ~NE I
<br />'4'4' 1'02 M.P.H. I Z9 I 9"."
<br />:l5 ~4'
<br />., r-rr
<br />45 7"4'
<br />56 s+r
<br />
<br />Ovemang Condibon
<br />1'.qo Z.qo ;r-<T 4'.qo
<br />9'..4" 9'0"- ~O'-il": 'Z.;Z-
<br />~.JO' .-r 'a.r ".-6"'
<br />{.".. c~ ;;-~ ,,'.,"
<br />,., 3'-4" ?-f5' ~a.1(]',
<br />5'.'0" r.~ 3'.~1" 10'-4" I
<br />
<br />Wind
<br />
<br />Endosed 8u-lldings
<br />, Applied I ~rtlang Condition
<br />Load :~.JQs~:-;;..("';T"l.l).:- t:ir :-4"~
<br />.~ I ~(1~ I ~0'.117' '1'-4"~ 'Z-T ~3'-4" I
<br />35 .-rr ..,,' '().e' '1'.') 'z.r
<br />'1 6'.i,'" I ~-Z' 3"01(;' '0'.9" i .Z-cr- I
<br />45 ~.r 15." i 9".5' 'a.S" ','-rr i
<br />56 7"-rr 7".'" I ~-rr ,." '''.,' I
<br />
<br />i 4"-IJ" i Region
<br />'o-(]" i '02 M.P,H, 1
<br />~~-Z' : 15'.," I 110 M.P,K, I
<br />13'-4- I 14'.5' i 120 M.P,K. '
<br />'Z." I ,;r,'1T i '25 M.P,H. I
<br />"'... 1'2"""1140 M.P.H. I
<br />
<br />I r. ,2" . O.OJI" Rise' Pane..
<br />O;>en Buildings
<br />Wind I Applj~d' O....emang C<lndition
<br />Region Load j NONE I 1'-a- 1 Z-a- I ;r-a-
<br />1'02 M.P.n. I 17 ',S'-5"' 1 ,S'-rr I '5'.,,' i 10-6"'
<br />1110 M.P.H.; 20 ~4'-r ; 140-4- ! ~4'.~ 1 15'.S"
<br />120 M.P,n. I 2J ,;r.r 1 ';r.5' 1'3'.'(]' ~ 14'-rr I ,5'.JO' 1 '20 M.P,H. I
<br />125 M.P,rt, I 46 1Z.S' i .z.r ~3'.,. i 13'.HT I ~40.'0" I ~2S M.P.K. I
<br />140 M.P,n. 1 32 1".r I "'.') 1 ,,'.,,' i 'Z." i '3'." ' '40 M.P,H. i
<br />
<br />~te: 70taj root ~ 'Mdt.'i = mom 'HI~ ptus 'NaIl 'Mdtl'i ph.S C\e(t',ar<].
<br />
<br />
<br />4'.qo
<br />14'.r
<br />~z<r 13'.S'"
<br />1~"1 ~Z.'ir I
<br />
<br />45
<br />56
<br />
<br />..') I
<br />~-6"' ,
<br />
<br />'1'.Z' ~Z.5"
<br />'().') l1'-rr 1
<br />
<br />Table 7.1.3: Allo"',able Spans for Industry Standard Riser Panels for Vanous Loads
<br />Aluminum Alloy 3105 H.28
<br />
<br />~Z'o x 0.026 R.ise( anels
<br />pen UI mgs I
<br />I ,on I pp Ie e ,.ng n I on _ _J In 'pp Ie
<br />Region Load ~~-a" i Zq I "J-fT I 4~1 Region I Load ~NE I
<br />1fU2M.P.H. I 17 I '~'T5.o I ".r I :15./j '02);(
<br />
<br />I :~~::~:I E ! ;,~.\~:! ~;~ I ;~l i ~E i ':l~, ;i~~~..;,:: ;~:~,!
<br />
<br />1'4OM.P.H. 32 I "." I "." ! lZ.5 I':;::!" I' ::l I l;u:1f;\,~il'.\1 , 9"1 I
<br />
<br />P" .. 12"" x O.OJZ' Riser ane 5
<br />I open Ul IOg$
<br />! , e ang ....on I on J ~ 10
<br />i NONE I 1'-<T Z.a I ;r-I)- 4'-<T I Region
<br />I ''':.~,.J
<br />5'=Tf'l ' I -0
<br />.6"-0
<br />
<br />4:-<T
<br />1IJ.,J.
<br />l~l ,
<br />,-rr
<br />'1-0
<br />
<br />{:r' .:c 12'" .:c 0.019'0 ~~r PanelS
<br />openBU1!dlOgs
<br />I WlI'ld I Applied 1 Qvertt.ang n I en
<br />Reqlon Load. NONE I ,O-V ; Z-O- ! "J-IJ'"
<br />rrOfi.d.?H. I 1 r : 1:r.1J~; 13".1; I 14.5 ! 15.1
<br />! "0 M.?H.. I '20 I ',.T ,~~ I i4.'
<br />1120 M.P.n. I I.J ,'~." lZ.1 I '2'-0 I 134
<br />r-2SMY.H.! 26 ,~,." I ,,-4 jno,(TilZ-o
<br />!14O M.P,n. I J2 I '().,' i 1a-J" I'I:.,IT! 11."
<br />
<br />~mu'250 q.ser .....nels
<br />I I".!pen oUlldmgs
<br />I 'NIno ;"pplted I l..~emang Con<1ltJon
<br />t Region LoaCl ~ 'lO~c. ~'-O 'Z.-Jo J-v
<br />; W~ ~.P,:-1. H :f-3 ,-4 ~J-4
<br />I 110 M.l"',H. 20 ., d--u '-'1~ =.~O
<br />ruo ,"AY,n. 2J -.) ~.J 'j.'
<br />~.~~:;:11T ,.,. ,.'1
<br />f'4Oll:~J2 I ,.2'" ,., , 4' ,;"
<br />
<br />~~Z ;.{Jser ,...anel$
<br />I Open dUlJdlngs
<br />I ',In ....pPI.e! ert'l..ng on ItlOn In
<br />Reglon Load :-JQNE: I '~ZJT J-lJ 4-0 RegJon
<br />1102. M.P,H. 17 ':1..4 ~:J.~', , ~~02 M.P.H. :
<br />~OM.P,H'I 20 ~.I l8"o~cr '.:;1 I :;--0 ~i-~~~Y,H.:
<br />J'ZQM.P.ri.1 2.J ,. 3".J S.'\1 ;I. I ,,-4 ) 120,'4'p,H.j
<br />I 1:ci M.P,H., i 16 r-'1 a"::.s--;-~~5 M.P,H., I
<br />~ M.?H., J2 I 'j.'T I I.' i....v i :O'~ ! 140 M.~,M. i
<br />
<br />Note: ;ct~ r-::xX pane. 'Hfotn = room ''''"''elM plUS NaIl Mdtn plLlS C'~
<br />
<br />".
<br />
<br />, m I PP Ie
<br />Region Lo~d
<br />01l>l:~
<br />I
<br />I
<br />rzs M.P.n. I
<br />I 140 M.>'.H.
<br />
<br />Note:
<br />
<br />I::t1closed 3uw:ilngs
<br />~ In ppl!e I vemang
<br />I 4-0"~ Region Load ~U:'.lE., 1 -0 Z.{)
<br />I '5.11 I 10a.p,H. I 29 i 'fl.;- , '0;" I '14:
<br />I '~o'~ i no M~.:ar I g. ,r! i 1O'.J
<br />I .4:..4 I 1ZIJ M.P,H., I 4' I i;f.i1 I ':f.' ij."T
<br />i 1,J.g"" I ,2.5 M.J.1,H., i 45 I ~.:o I ~-'f -J.,
<br />i 1~ MY.H. I 5& I T.l(]" ~.,
<br />
<br />ndl;~n , 4-Q" ~
<br />
<br />:~'2: ?'r. j
<br />,,:4 , 2'-0 I
<br />\1.'1 I -: ~ .11 J
<br />~ tJ .5 " -d I
<br />g~~ ~, ., .
<br />
<br /><:n 0'"'
<br />
<br />1095
<br />'Ie ang
<br />1'-0- I
<br />i
<br />
<br />Ort I on
<br />
<br />I
<br />I
<br />. I I . j
<br />':':: i ~~.; i ~,,' I
<br />. I - ;" .n
<br />
<br />I
<br />16"~i"
<br />~r4 12
<br />
<br />
<br />on
<br />
<br />.1
<br />I
<br />
<br />., I
<br />I
<br />I
<br />I
<br />
<br />I
<br />I'
<br />I
<br />
<br />I ..
<br />.-0
<br />
<br />I I
<br />Total cOO panel 'MotI1 = room 'Meth ;:Ius Nail 'Meth plus o.emar--..
<br />
<br />J
<br />l
<br />^
<br />
<br />l
<br />
<br />1 2.00"
<br />
<br />I
<br />I
<br />,(
<br />
<br />INDUSTRY STANDARD CLEATED ROOF PANEL
<br />
<br />Table 7.1.4: Allowable Spans for Industry Standard Cleated PanetS for Various Loads
<br />Aluminum Alloy 3105 H.14 or H-Z5
<br />
<br />.t ;.:. X _
<br />
<br />__eare ane!s
<br />pen uu Ings
<br />\Ie ang onQltlon
<br />
<br />\ In
<br />Region
<br />
<br />C1QOs.e Ulldm~s
<br />pplle emang on I on
<br />Lead.
<br />
<br />
<br />.. ,
<br />
<br />'4
<br />'1'-rr
<br />" oJ
<br />
<br />'4
<br />
<br />1,,0 M.P,H.I 20 3.<)- I S"-:i"" I 9'.:J~ ~rJ.':J~
<br />:12Q M.P,H.I 2.J I .". I ?;-~ 3." 90"
<br />[f".n.T. , 1-0
<br />;~4O !.I.PH,I 32 ,.. ,.IJ' 7""0
<br />
<br />~ anolS
<br />I Ul lOgs
<br />I I- In I ....eman; on Itlon
<br />~egion ; Load r--v. I I - I Region
<br />i102 hi.? H.I 17 I 'C'.-4W~ ',r'!./ ~ ",.,. I ~~.,' I '3'.'~ I,02M.P.H.1
<br />T11'l.l.~~,-~ 1Q'-4 "'.J I 'Z.o i 110 M."H. I
<br />~.P,H.I 2J 1 if,',' i 9:'Z: I ;:r+ ;:.9: i ',"""1'20 M.PH. i .,
<br />iT""a M.P.R:1 2S I 3'.~ I a-I I ';'-4 : ,\0'4 I ,~.'" I ,2:5 Q.I'.R: I 45
<br />,140 M.P,H.) 32 1';- i 7'.~o- . .~'.i I 3-8'" 1 ~~..J j 140 M.P.H. I 56
<br />
<br />~-JJ4" x ~2" x 0.0:32 ~eated ,...anelS
<br />upen BUlldlOgs ':tlClosed ::)Ulldlnq5
<br />Wind I Applied 1 ~ertung CondItion I Wind I Applied 1 Qvemang I,..ondltlon
<br />I Region Load! NO;'.E I ".q" I Z.::Jo : ~..\10 4'..0" Region. Load I NO~E I f'"-a"' t ,.::r J"-a
<br />i102 M.P.H.j n I ~'.,) I n.:l I ,.,." ! ~Z-3 I i3'.ro"TlOlVp.H. I ,9 i 0-1 1 .::1.10 ';-0
<br />1'10M.P.H.j 20 I 'a4" I,a., '1.": """j '3'.' 1 1'OM.P,H.1 35 ,.,1)' I ~.1 ,,"0' 3'.,(]' i
<br />I ! :t . [T ~C'-o i 11.~ j 1Z-t I 120M.P.H. r 41 I {.-;- I ,-0 ( 3-.; ( ~-j I
<br />j I" -4 I . 1 1 .11 12'.'. I 1ZS M.?,H., I 45 c.11~ .. 3.,
<br />I I -J I ~". i ' I 0.' -:'-0 I -:) I ,
<br />
<br />,.,
<br />
<br />,.
<br />
<br />: 10
<br />
<br />j ;,.
<br />,
<br />
<br />I 0'') I
<br />
<br />';l-(f i 10'.5~
<br />
<br />s.
<br />
<br />,~1.
<br />
<br />,-0
<br />
<br />"J -o~
<br />
<br />=nczcse
<br />
<br />IJIt mqs
<br />. e ,an;
<br />
<br />on ItJon
<br />
<br />pplle
<br />Lead
<br />Z9
<br />,5
<br />
<br />, . ~ ..~
<br />
<br />~-,
<br />
<br />:.. ~ ~ w
<br />
<br />,.r
<br />.~
<br />,-0
<br />
<br />~~ ' ,.:;
<br />Q.' 1 ~
<br />
<br />:).';' I 0.'
<br />
<br />I ~. ~ ~~
<br />
<br />~ote: rota rod ~ 'Mdt.h = rt:'JIJn ....at.n ;:;4lJS ~J 'Mdth plUS C>et11anQ.
<br />
<br />.,
<br />
<br />7".10
<br />
<br />'j."
<br />9".~
<br />
<br />: ,;;~
<br />
<br />3".r I
<br />
<br />..
<br />
<br />! .
<br />
<br />~-6
<br />
<br />-l'
<br />~
<br />:),
<br />Z
<br /><
<br />~
<br />Z
<br /><D
<br />CiS(/)
<br />UJ~
<br />o oJ
<br />[D~
<br />o:::r--
<br />:)Z
<br />1-0
<br />0;=
<br />~O
<br />I-UJ
<br />(/),(/)
<br />~
<br />:)
<br />~.
<br />~
<br />:),
<br />-l
<br />~
<br />
<br />\~ .3' I
<br />:r.,.-i
<br />:~.;: I
<br />" I
<br />9".I(]' I
<br />
<br />I
<br />
<br />I
<br />4,.q" ~
<br />1,--i i
<br />'1.2'" I
<br />~~:~" J
<br />
<br />(/)
<br />0:::
<br />UJ
<br />>
<br />o
<br />o
<br />o
<br />;=
<br /><(
<br />a.
<br />od
<br />(/)
<br />I-
<br />0:::
<br />o
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