|
<br />IT
<br />
<br />f
<br />
<br />12"
<br />
<br />12. WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
<br />
<br />Table 7,11: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H,14 or H-25
<br />
<br />-r:Til""1"1m01"~?ar:els
<br />lIpen CUlldlMgS Ef1closed 8Ulldj["lgs
<br />1'lInd i Applied I ~CondltJon ,Wind I ~ppjled I ()...emang .....ondlbon
<br />P.eglon ! Load ~~T..u-jY~ Region Load ~t:. 1.(T T~r.;r
<br />11I'2V'i'J1.'T1"--;-o:Tjo., , 1.5 ; 3'~"e'2"~~~.J o-J I '0
<br />~~2~~.~~ 3.~'i I"OM,~ 4.J 4.~T 'j." 1-;) I
<br />~~2.J 'j-'j I :l-~g- : ,.; ~.? '2~~r1.; 41 I 4.' 40Q ~...Q .j I
<br />~~,-,;r,~25 I 'j., I :l~~cr ~.-o ~25 '"-',?r-!. I ~J.~", 4-4 'j. -2
<br />~'Wf~J2 I 4.( 4." :1.1 I ,-, ';.~.~~J~~J ~.'i!
<br />
<br />~~~U",5 :-<ls.er r'anels
<br />Open dUlldlngs t::J'closed dUllclngs
<br />Nind ; Applied I (..",erhang Condition I '."flnd I Applied I ()Ytrrang l,;on<;hbon
<br />Region I Load ~~~~r-Q'" I J'-C' 4'-;J~ Region I load :~t:. i ,..0" 1.(1' J..(l
<br />~,~r'---..r--r:~o-J , a-? ,1';;.',":: ,OZl:[~29 I ::l'( j.';1 o.~i ,-J
<br />~~. ~~~'---;7)"'~'~~7 ---:C--~"""lwl.~: J5 ,.' ...~ , ;-I~
<br />11~.n:-:-J-.--P-:-o:rl"-Q 8'.($ 1r::.2~ 1~X~,'--4r- 4';- j.j o-7'"T~---a--1=Y~
<br />~~~~ZS" - j." I 0.3 I I., o.~ 3.'-' n~~ ~--:-r-~ 4.', o-a I ,-Q :-m
<br />~M.?rl.1 Jr j4 I J-o o~ 3'-<.i ~-.: ',40~.~~";;- I 4..., J...o .3 cr.",~
<br />
<br />: ,.\,4" l 12" l ':1.~R;ser Panels
<br />vpen OUlldlngs :;:J1<;losed :3ulIdjngs
<br />',"":'Id ; Applied Uvemang .....onOltlon Wind I' Applied: , Overt'ang Condltlon
<br />R~Q,on Load ~~~. I Z...o" 1 J~.:::r-: Region LJart ~~-<J' Z-O", J'..;) 4..;)"
<br />,""1n'2'1f.P,H. 17 d.,' ~-4 . ~.1 , ""., .,' -j i~~"29 0-"; 0-0 I I'" :S.d lJ." I
<br />'~~~~7.~~7.~~-(p;f.~~ ~.", 0.",' I 3.~,
<br />r-20~."',rl.1 2J ; 0-1' 1 :-J 0-';; 1 ~.2 ~2~.?H. I 41 j.~j-I o.t i_" I i-I
<br />:1451l.~~5'-! 10.'C i-O I :s.,~ ~~ M.~,K. I 45 4.", 1 J-4 0-:) .HI ~.o
<br />'t4QM.?,rl. i 32 1 a.';~ I 5"-3" f." 3'.a ~~~ i .1'-Q 4.'; ::l.'" ~.2~
<br />
<br />rr:112' .l ~Z' x 0019" ~Paneis
<br />I voenouudlngs
<br />I \"'fInd I' .Applied I Uvertlang \;.Ondltlon
<br />I Region , Load !:GeNt:.: , -i)" I Z.(J' 3'..:)
<br />il~,?H. I t7 : i .J I ~.J 1 ~.'J
<br />~~~'-<l I 0'" , .'1 ;,,,
<br />12'J ~,fl.I1.: 2J 1 0.3 I 0-': '-J 6.03
<br />i 125 M.~.,-1, I 26 ::l.W o-;l I r' :S-::l
<br />~~2 J.J om. .,
<br />
<br />~'z .l ~Z .l 0.026 Riser Panels
<br />Open dUlldlngs l::.f'closed oUlldlrgs
<br />'.'~Ind I Aopued, Overhang COndltlon I WInd I Appl+e'j (,)v-emang c..ondltlon
<br />Re~ion i Load I NUNE I 1 -i) I ~J~~ Region I Load '.~{./'ic. ~...:J Z.(J' 1 J.ff
<br />1102 ~Y,H. H ; ~-a-r-:i4 : ~G4 l' -r i 'OI1l':i-'.rt, tl'J i C.::l 1 I ~.~l.I
<br />j'11011':~O-Il~"'~-~,P'l{"j~",o 0-, I,' ~.,
<br />r2U'l,p.rt'i 2J -J 1 0.3 I '!'::l ! \~21j1if.?,H. I 41 a.j ::l.~ o.~ 1 0"
<br />r;~.?,H,~ 26 ! 0.1Cf" 1 T.1. T-" So, ~V~ 1~.~~..Q""jf"11
<br />I, .~32 I 0-2- I 5.~ 1-4 c-~~:~~ I 4~ 0'" 0.',
<br />
<br />;~~j:Z' R.iser ~anels
<br />~Buddln9s Ert<;losed 8Ut~;h!1gs
<br />[' Wind : Appl:ed! Ovemang Condition WInd I' Applied I, ~CondltJon
<br />R.e;lon I Load ~ONE 1 -i)~ I T-a I J -V 4 ~' Region Load I !';ONe I 1...:J T-a 1 J.q
<br />111'1'\, ?,N.: \7 ~"'-6 'CJ.', " .' '7,m"',~29 " " , 3'.2" I ,4"
<br />~O'W[~'"2o--r-~., ; 6.1Q" g.;:, I ~~~Ull.P,H., J5 1 ';-0 1 'j.::\, I.r 1 ,.,1./
<br />n-20lil.?H. i 2.J ".",' o-J 0'" I g.~', '"---4. 1:20!\4.?11. i 41 J-j' I 0-4 I (., '-0
<br />:T25ll:f1,roI" 26 , J-O : 1-3- I gr-..s-r-;r:~~25'lif.~ ~''1 o.~ 1 ~~3'
<br />~,~~'-rlI-' ,I'~V I ~., '~.~:xi 0.' a-o "
<br />
<br />c:n<;Josed 3uIIOlngs
<br />I 'Nlnd I .Applied. {)vemang Condltlon
<br />~ Region ! Load ~~~.q' J'-Q'
<br />1C".~~-? 1 'J"~ ~"J ~.~
<br />1(,i.~~ ~-::lf.'r:r
<br />~~o::;r.~..-1.; 41 4~ a.1 0-2" I -;".(
<br />~.,~ 'Z5M.~ I 4,~ 4.11,j j.ii
<br />~-I'" ; '~,P,H. I 56 J.;', 4'0 5.0 I 1-2
<br />
<br />~ote' ;ctal 'oof parielMCll'l = rocm 'Math ;)Ius ,...-all M,:tth ;Jl1..3 c.ert".a0g
<br />
<br />4-0
<br />3-4
<br />:l . ~
<br />15. ~ ~
<br />3.1 ,
<br />07j
<br />I
<br />I
<br />I
<br />4''::;'' ~
<br />~.3~
<br />
<br />, ,""
<br />
<br />[I
<br />
<br />f
<br />
<br />,'"
<br />
<br />12"
<br />
<br />12. WIDE X 3. RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
<br />SEE INDIVIDUAL PANEL SPECIFICATION (IN TABLES) FOR AlLDY AND T1-\ICK.\iESS
<br />
<br />Table 7,1,2: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H,14 or H.25
<br />
<br />:)"'.l ,r.l 0.019" Riser ?anels
<br />Open 9ulldings Ei'dosed Bui!dlngs
<br />o..emang Condibon Wind I Applied! OvertlanQ Condition
<br />~O~E' \'.Q" , Z.Q" I J'.Q" I 4-C" Re9tOn, Load i 'Ki~E 1 \'.J' 1 Z.Q" I J'.Q" 4'.J'
<br />1".". i 1Z.'" I ~z.r I ':'-4- ! ~4'.4~ I 102 ~.P.~. i 29 3'.,. 9'-4~ 9',~,., '0-"- ~ ~z.r
<br />, 'C''''I ",2" I "'-8" I 'Z.., ! 'J'-, I "0 /,I,?,H.! J5 ~-4" ~.., ~-J" lCJ.J" I n.Q' I
<br />~0'-1' 'C.S" !"C'.'~.!~~'.~C" Q""--!120M.P.H..1 41 7_1j '."! a--a- 19'-7! 'r.,- i
<br />~.r g.~,'J" 'C'.5" i1'-4'" .Z~: ~2S M.P,K, i 4.S 7'-4- i-I 8'-44 9'.iS! 4\J.lrJ':
<br />~.o 8'.,," I '1-; i 1a-; t 1".'0" i 140 M.?,11.. I 56 5-r 5'.'0" 7'~! 6'.~,. '0'-4-
<br />
<br />
<br />I 125 /,I,?X i
<br />I '40 /,I,? N. I
<br />
<br />25
<br />
<br />J2
<br />
<br />J".l 12" x 0.026''' ~ser Panels
<br />Open Buildings
<br />Ovem.a ng Condition
<br />'Ki~E: -,,:E'- -Z.~ J'.Q"
<br />, 'J'.',": ;4".'. i 14.5" I '5-,
<br />; ". '1,,/ i 'Z.,," i '3.-5'" 14'.2"
<br />,~~"". ~2".~. i "2'-;- '3'-4~
<br />"',J" , '\'.5" 1 "',"'1 '2".
<br />'C/.,!, 'r:-4~: :O'.',,"! "',9"
<br />
<br />I
<br />1 Wind i Apolied
<br />L~e9jO;' I Load
<br />I '02 ',~,?,H, 1
<br />1"0 M,?,H. :
<br />I 120 /,I,?,K. i
<br />1 '25 M,?,H. 1
<br />i '40 M.?H.
<br />
<br />Endosed 8uitdings
<br />Wind ' Applied 1 0;t~rhan9 Cor.dibof'l
<br />Load -'Ji:J,,~~','.{";TTJ)-'- 'i7F !-4~
<br />-2':1 ~C:-8' ~cr."r: ~,'..r 'Z-:r I 13'-4~ i
<br />35 9'-$'! 3'.". 'O'~' "',~! .Z.{ I
<br />4' ~-1'. g.? I 9'.'C" W'.'~
<br />45 ~-r 3'.9'" '~-S. 10'.5. I ~ r--3"'
<br />"2'.'~.: ~~ M,P.H.: S6 7'-i!' I 7".~'" I o-f!' ~-~; i~'.'~ I
<br />
<br />4'-'r Region
<br />.f'i.(f I '02 M,?.H. !
<br />'5".'- I ,,0 M,P.H. ~
<br />'4'-5" 1'20 /,I,?,H.
<br />I '3','0" I '25 /,I,?,H. :
<br />
<br />17
<br />20
<br />23
<br />25
<br />J2
<br />
<br />4''::;''
<br />'j-j
<br />~-:I
<br />~.J"
<br />-f.~
<br />:f."
<br />
<br />: J".l 12" .l O.OJZ' R.i9!f ?ar.eis
<br />Open SUlidings enClosed 3uiiding:s
<br />Ovemang Condition Wind I Applied I Ovemang C<:lnditioo
<br />~ONE: ".Q" i Z.J' : J'.Q" 4'.J' I Reg,on Load I NONE 1 ,'.J' 1 Z.Q" : J'.J' 4'.J'
<br />~5'-5"' 15'.0 i 'S.1j. j '6'~ I 17'-4- i 102 M.P.K. i 29 11'-9" ",.,,"! '2'-5"' '3'-3- I ~4'.3~
<br />',4'-7 i '4'-4- : ',4'.3" 115-5"" ;6'.3" I no M,P.H.! 35 'r::-~, '0'.",,: 1,.-5- i 'Z.J" : '3'.5-
<br />~1.3" '3'.:'- I ~3'.'0" 1 ~4'-5'" ~S--5'" ,20 M.P,H. 41 1.1'.! 111-6'" I ,,.., ~'Z-9"
<br />'Z., '3'", 1 \3'-'0" , ~4',,0" 1,25 M,P,r{ I 45 'CJ-J" , \,., I '2'.5"
<br />~r,S' I '~'."" i ~Z,3" ! ~3'.g" 1'40 M,P,H. I 56 1l-4"' '0'.5- i ~~.~ i
<br />
<br />Wind I Appjio!d i
<br />Region I Load
<br />I '02 M,?,N. 1 17
<br />1 1\0 M,?,H. 20
<br />1 '20 /,IP.H.' U
<br />i '25 M,P"H, 26
<br />I '<<I ~.P.H. i .32
<br />
<br />
<br />Note: "::tal r-.x;t;aneS 'MCt," = ~ 'Mdtr, p/\,;S ,Hatl 'MdIJ'1 ;)ius c.ert'iaf'9.
<br />
<br />Table 7,1,3: Allo",able Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 H-28
<br />
<br />4 -0'
<br />"J<J
<br />9.1 ,
<br />'1-0
<br />s-O'
<br />r.ri
<br />
<br />~1""X~~Panels
<br />I OPen BUlldm9$ i::fIctosed 8ullolngs
<br />I Nlnd I Applied Uvemang I...Ondloon "'Vlnd ]\ Applied i Q\ierhang Condltlon
<br />Reg"n I Load ~-<rT7'.o""'jJ'-O ! 4-Q' I Region Load 1"O!o.'E'T'.o""'j7-o I J'.J
<br />n'O~,p.H, H n"~J ~3-'~ 1 14'0 i ~5.'- ',~5.11.; '-~a.~Z9 11J./ 1,'J.~ ,,-4 I 1Z.,
<br />m~?:K'I20 'z., '.." I '3-4 I '4,~ ',5.'"' 1\0 /,I,?,K ~5 ~~ "':: I 'CJ., ~"-4:
<br />~,P,K" Z.J ',~-" 'Z'1; ';l.<j ; '3-4 I ',44 : 120 MY.H. I 41 d'-1l g-, 1 ';"-:.r .O'J1
<br />1125 M.?M., ~?" 11--4: ".'-C'.Tl"~'T'1l2.5 ~,~,H.: 4.) ~.Q ?;-'--T 'I-'J Icr.O
<br />~,P'K-~--J2--1~U'"-3'IlC'~~Q'"\ "., i ~0~M.?H.I)6 r-{ r.jo-i~., g.d"
<br />
<br />1J"'"T1"2'""'X,[~~ ;.Janels
<br />pe n Uti If'!gS
<br />In I pp Ie ' e ano; ....on I on I In pp Ie
<br />i ReQion 1 Load ""'10r.iE 1'-0" 1 Y'llI J'-o i 4'-0" RegIon I Load [1'iONE I
<br />"em?H., 17 '6., '~-J: I 'S'.a"l ',.3" I '~.J]' , ~m?XI"29 i '2-4
<br />rnU"\f.~2Q .'4.'111 L~~ ~~~6"." \"OM?H_I 15 I ",J
<br />h20 /,I,?,N.: zr--'~.(J I 14-, ',..,....",o.O'l'lWlO,P,H. I 4' ",,(].,
<br />11~~6 ~J.1, 13-7 i 13-0" '4~ I \J:rIlt51l.~,.~"
<br />1f4l5~.~J2 1,.'/" , "." ':.5 fj:"J7"~~?H.; ~ I 0."
<br />
<br />~~--rx-~~ ?anels
<br />I cp:en-:3ulldlng$ t:.nctosed g\,.jlldlngs I
<br />Wind ,Appl,ed, Ovemang ':...ondloon I WinO I Appli~d : O....emang CondltJon I,
<br />I Region 1 Load ~GNc! ,'.q' I Z.IJ I :r.::;" , 4'..o~: Region Load ~ONc, 1.(J' I ,..0" 1 J"~~
<br />r-02l;[~7 ~(.'O I ir." i i:-:, ) \8"I'ilg-.~2M.~.K.; ~~ i 'iJ.W I ',4.,J"; ~4-~' i ':;.'0":
<br />~~~-o 16./ I ~., I J -0 I '6'4 I H01~']"]{"'~--J) i 1Z.J 'l.r I 1J.' : 1J.HT! ~,4.\1Jj
<br />~'2lJV:~~ 1'~J:i ; '1~.1I i 1O~....r-l201l.P.K.: 4' I "-0 "-0 I ,.Z" 1 'l.i, , ,4-V" 1
<br />1~.~6 '4.:1 ~4-1 :'4.~' I ,~~.~O'.~, ',~-2 I ',.0 ~Z-o i 1J-,
<br />~.~~T-J'-~-r~-2'"! '3-a~ I 14~ ! i:..~.P~W-:9'.~O" ~0'.1 C'-8 1 1'-o~ I ~2'.O!
<br />
<br />I ~..fT
<br />'J.3
<br />1 .l~~'
<br />, ~ .,
<br />I' .a-i
<br />, ~ " !
<br />
<br />I
<br />
<br />I
<br />..:<r1
<br />'CJ.o 1
<br />H,..1'-4 !
<br />3'. 1 ~
<br />'1.10"
<br />
<br />C 050
<br />
<br />UII Ings
<br />ve ang n I 00 I
<br />, .{J" 1 Z'/)" I 3',/), I ~:U;-'
<br />'2'..s-0~ I: - ~
<br />
<br />, ;;:~" i ".~,'.~ : :~~ :, ':y,:
<br />
<br />~Q., HJ-5' "., , ,~
<br />~.i3'.~ ~Q'.iJ: ~ ~ ., ~. 1
<br />
<br />Note' ":'"ct<i 'T;)Qt :-an~ '-Moti"i ;: ;o.:;tT'i 'MdtJ"1 ~us .H311 ~ctl'l ;)ius ::-.ert,arq
<br />
<br />~.Jo4" x ~2".l 0.019" Cleated ?anels
<br />Open Butldln9s
<br />~ on ~tlon In
<br />I RegIon
<br />1'02 M? H I , I " I~' i ,77Tl~2 M,?,N. I
<br />
<br />~~:~ II~:~ ;:~: :;~"-I ;~::l~;:~ I ;~~~ ~
<br />;nm; Ii I i ;;s. I ;.;. I ~ I ,~~p.-j{t-~
<br />j1"JO!ifPJ1.jJ2 I 6'-9" ,..CJ' I i ,'0" 1 .-oJ" i w:~? H. I 55
<br />
<br />11-17r"i12" x 0,025" C..aled ?nelS
<br />I Open U\ lng' cnc ose l:3ulldlngs
<br />~n PP Ie vemano; ...on loon e ang CondItion I
<br />Reg<on Load O~1: I ,.J , Z r: I ~CN~ i I' f T~': I :.J: I 4;./);:
<br />i", ..I ~.-4 ~ ;-1 ~ ' I i"'~, 1 ~.2" 3. ~ 19.":'1 I ' .
<br />:TW"t~ .,~tVTl .<)'-4 I ".3'i-~~-~:s--TTJ I T-6" :-e.3" ~., I 'Q in
<br />~? HI I 1'-,," : .:.~ i ..V'j~CJ~: I "'-"'1 ;20 \l? N, i ~' I ~:~ I" '; I T: ~ 3" 1 ;Q 5" 1
<br />i;~~?,H'1 25 I g.s I g- I '1-4 I r: I n-T 23!il ~ R.I 5 i ~:.5" 1 .i:~: I ''''; ~''.: I ~c-:~ 1
<br />!, ,,?XI J2 I i.1 I i-'O" I r-T .~ " ~ 1'40'<I?H.1 56 ".., 10' 10'\" 33' I"'. ]
<br />
<br />1TJ.'4' .l '2" x ':1.032" ':.,.ieated Pane,s I
<br />I Open C3ulldlngs enClosed Buudlngs I
<br />I" Wind I Applied ~, OVei'!WiQ,ang Condloon I -Ntnd Applied I Ovemang CondItion
<br />,ReQ<on Load r"ONET, .IJ" I ~~" 1 :...J I 4 -0'" Region Load I NONE I 1'-0' I 7:.J I J'.J 4./)" I
<br />;l1l ,I I -~I"-L11".'111:J,'r::rI' .1 'II..U-Q
<br />~ ' -4 I' , - I""" , " , ,:rR:T3.. .,
<br />
<br />I~~~ ,', I -, '. I
<br />L=..::': ,,', " -4!, 1 1'0.',1 1 " . I
<br />llao,..,~ -, I -, _ 1
<br />
<br />J
<br />
<br />l
<br />
<br />,t
<br />
<br />12,00.
<br />
<br />~/
<br />
<br />INDUSTRY STANDARD CLEATED ROOF PANEL
<br />
<br />Table 7,1,4: Allowable Spans for Industry Standard Cleated Panels for Various Loads
<br />Aluminum Alloy 3105 H.14 or H-25
<br />
<br />
<br />Er1closed oUildln9S
<br />e a ng on I on
<br />I
<br />1
<br />I
<br />I T.2
<br />I 5:'.~'
<br />i ':).0
<br />
<br />
<br />I o.
<br />1 ~:-J'
<br />I 0":
<br />, '''''
<br />
<br />I
<br />~ 10'"
<br />~
<br />
<br />""
<br />
<br />Note: Total root par.ei '.....ath = I"'C:Q1'l 'Mdtt1 ~t..'S '-I.-ail 'Mdlt1 ;)Ius O'...erT"'arw;
<br />
<br />I ,.
<br />
<br />:.:~: ! (:1
<br />!.J I ili
<br />' .10" I -?
<br />
<br />I I. I
<br />
<br />., I
<br />
<br />(-0
<br />
<br />" ,
<br />I''''.'
<br />
<br />(/)
<br />a:
<br />u.J
<br />>
<br />o
<br />Ci
<br />o
<br />f=
<br /><(
<br />0-
<br />06
<br />(/)
<br />f-
<br />a:
<br />o
<br />0-
<br />a:
<br /><(
<br />Ci
<br />
<br />....J
<br /><(
<br />::l
<br />Z
<br /><:
<br />~
<br />z
<br />(j
<br />U?
<br />ill
<br />a
<br />(/')
<br />ill
<br />a:
<br />::l
<br />f-
<br />Ci
<br />::l
<br />a:
<br />l-
<br />(/')
<br />~
<br />::l
<br />Z
<br />~
<br />::l
<br />....J
<br /><:
<br />
<br />(/')
<br />ill
<br />....J
<br />C!l
<br />~
<br />r--.
<br />Z
<br />o
<br />f=
<br />()
<br />ill
<br />(/')
<br />
<br />>-
<br />2:
<br />~~;:;
<br />o..~~
<br />- <: ....
<br />~ 8 u.. ~
<br />(1)>-<'.....
<br />C:2:Z;!'"
<br />__l<Jg"':3
<br />C3~>-""'<Q
<br />CJ3~~~
<br />~~er-..
<br />W':!I w ~
<br />~515e!.
<br />lV'JJ:~
<br />~~~~u.
<br />--2:"'W
<br />C3 G ~.......
<br />L-~
<br />>J.:; 0
<br />~~ ~
<br />tu/
<br />
<br />
<br />SHEET
<br />
<br />78
<br />
<br />OF
<br />
<br />7
<br />
|