|
<br />[1
<br />
<br />I
<br />
<br />12"
<br />
<br />~
<br />
<br />12' WIDE)( VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
<br />
<br />Table 7.1.1: Allowable Spans for Industry Standartl Riser ?anels for Various Loads
<br />Aluminum Alloy 3105 11.14 or 11-25
<br />
<br />:~-Z" l O.iJHi Klser i-'anel'
<br />upen dUI!dmgs
<br />'NIOO ': ApplIed I Q"vemang C:;.ndl'UOf'l
<br />Region i Load ~.u--:-r~::r..q-
<br />I 102 ~.?rl. 17 5'.3"' I 5-1 ,"".5 ~~
<br />~~o ,., 1 ,.. I ,-Q" 3'-4-
<br />, ',0 M.P,tot, D J.) ;)..~ -:..g'"' :!-,
<br />:--':~5"V.?H. I Z6 ~.i J~ ::;-0 r.~fJ'
<br />~~J2 ~./ '::.:": :l.'~
<br />
<br />r=t'lclosed dulldlngs
<br />Nln<l I' Applied I Q\lemang Condition
<br />Region load ~c , -0 I 'Z~~.IJ
<br />I ~02 ~,?H.. ~ 4.10"' 3'-3 o.J (-O" i
<br />i "O,~.P.H.., 15 ~.~ I 4.~0'" :J.'l r.:)
<br />"2'J~i"',i1.', 4., ~ ~.i 40Q I ~-d" ,.j
<br />125l.f.~T-10" 44 '-1 ,'.Z'
<br />I ~40 M.I-l.H. 1;Xi :l..fS" 3.11 5'-]"' '0."
<br />
<br />4.0" 1
<br />3-4 I
<br />._1 1
<br />,:f.ii
<br />:!.,i
<br />0'V1
<br />
<br />4-0""
<br />
<br />iO'.,
<br />
<br />:f.11
<br />'-j-o
<br />,';;.
<br />~-j
<br />
<br />~z l [J.u;'?'f) ~ser I"'anel$
<br />Open 3ulldlngs t:nClosed 3ulldlnc;js
<br />I Nlnd Applied I OVemang f.;<;lndlbon Wind Applied ~ U'vemang r..;ondibon
<br />1 Region i Load ~ET'T.:o"'TT~:r-O'" 4'.o" Region 1 Load i~NE I r.if , Z-O'" 1 ~.q I 4.0" ,
<br />~-lO,-q:~r' I ,--4~~_:: 3'.4~ .'_:1~ .;..~~~?rl..' 2S I ~-T :;1-'': 10'" I ~.J ;1-7' 1
<br />;-'.1~', ,~':..;"'. ,....J ~ 1..~ ,...,~'lJi.~. ),) J'~ J.;::' o-fS ,.1". I ~..)
<br />~~'::r -~ ~ ~r-I'~ a--a" I 'r;:.r I ~2a M.?r;. ; '-~4{'" I 4.T ::l"~ 0-2 ~--a-7 -;r:y -:
<br />~.~5" -, ~.~, I ~.j I ,.r is.:, ~." i '2S;\A,~ lS'""-:--r-6'" 4." o-g- I i...o' ~~
<br />i '40 ~.?i"t.! Jr :;..1 I ;,-0 I ~I ~-a- ;f-. ; 140 ~.f"I.H.;)6 ~..;J" 4-0 ::..i$" i .j cr."
<br />
<br />i '.1.4';( 1Z'" x O.~Kiser ~anel$
<br />wpen 8ulIdlngs i::nClosed oUlldlngs
<br />,"fInd Applied, Uvert'lang ....ondlbon .'Vlnd I Applied I Uvemang Condltlon
<br />;::(!Qion Load: ~O:"-ic: ,..Q Z-o" J'..(T 4'~" RegIon i Loar1 ~Nt:; ,....Q.. I Z-fJ' ::r..Q
<br />. 0"Crv.?,,~ 17 6'., ~-4 ~.i 11]., ',~ -::. ; ~02 M.f'I.~; 3 ".3 ::1-0 I I'~ j-d
<br />~~20 ,-ij- -~. 3'~W I 1'.r ~-J.'i1 "0 M.P H. I 3S I ;;-3" r :J." o.~, 3".J
<br />rn-o M.~.i"t. i 2.J ,~.". .'.j o.J" '1=T-T~2(J1if.r.H. I 41 ::.-J ::l-/ I 0-' I T."
<br />I '2511t1!.?K. I "~S"~",I I -d 0'" -,1]-4 ~"::l M.P H. I 45 r 4',', :l-4~ 0-::" (.1[,7'
<br />'I \40 ~,?H., ~2 :'.',4,; 3'<:' S':l 'I.',., '40 ~.~S6 i J.'.J3. 4:." ~." 1..0
<br />
<br />1
<br />4'..0" -:
<br />
<br />'u-, ~i
<br />
<br />i.'~
<br />I i-/
<br />::i -~
<br />iFl:
<br />
<br />~~':(ise(Piinels
<br />: ~aUlldln9S t:J'\Closed oUlldlngs
<br />'I 'Nlnj \ Apolled I c.."",ert"lang Go(l,ljlbon ','\tm<S I Applle~ I Q\'emaog Concltlon
<br />: Re910n i load ~c.: "-<J" Z~' 3'-J" ~' Region I load : 'iON!: r..o- ~..ft' 4'-0"
<br />n-~n. i '7 I-J i I"'=' cr-): ~.~ '\]-'/, W2~,~-6 }.,,! 15.'1,,1 3'.~ I 'I.;;
<br />i "0 \4".?H. i L1J o-?" 0-" I -7 :f." ~(,.y.~ 1"0 ."tI.?,I1., JS" I ~"J' ;).~ o.5~ I / .,~
<br />i ~20 "',?H. i 2J 0-)- O~ r-~~ 3'.a, ,or:~P.rl. i 41 i 4.Q" ~., 0-, I (".r ,/.)R
<br />n2S ~,?_H. i ~5 ~.~O'"' ~-2 ?".j ~;;.", ~Z5 ~.~.H., 45 4-~ I 4-1U"" ~-" 'i.l.
<br />ruo M.P.H.. i J2 ! ~-j ~-d ':l.r {.i' I 3"-1. : i4lY'M".'P.n., :xi .1-1' 4-;' 5-'S" I .z o-~' I
<br />
<br />,-t..l'l ~Z 1 0.026' Rlser PanelS
<br />Open dlJl\<1ln~$
<br />
<br />I Acplled,
<br />! Load
<br />17
<br />20
<br />U
<br />
<br />Cf't~osec tsul\dlng$
<br />
<br />OVerhang Condi'U'Oi'l
<br />1.Q T'.(J', ~.q'
<br />d"-ij 'i-4: iO'""-4
<br />3'.Q 3' -r-:-T-1 Q"
<br />3',~.-,
<br />~.1 ,-", ",.
<br />o.~ I -4 ~-r
<br />
<br />i ','1md
<br />1 Region
<br />!,02 \I.?H.
<br />1 "0 ~.P..~.
<br />!'20 \I.?,,'i. '
<br />
<br />~:?~.
<br />!' '.?, I
<br />
<br />Nlnd I Applied I
<br />4 -0" I Region I Load ! ,"iQNc ,
<br />,'.r I ,0T\fy.n. i ~ i c.}. I
<br />".2"" " "aM.~ i 0..',0 I
<br />HJ.~ ; '20 M.~.I1. j 4' ,.,
<br />~~ ~.?H.: 45 i 'J.'[' I
<br />'::;., '~?,H.: 56 4'-0
<br />
<br />UY~rt1ang CondItion
<br />,.-0" 'Z-fJ ~-U
<br />0-9'" r-t :f.il]"
<br />c-2 r.' a'.:!
<br />}-~ ';J.T a.'
<br />~ .7" o..Q' I . ~ ,~
<br />J.' I 0." r_1
<br />
<br />'tUNE.
<br />rS.,
<br />c...
<br />I.J
<br />0~1:
<br />,.,
<br />
<br />4-0'
<br />'(].J
<br />'i.','
<br />,~.
<br />,-0'
<br />:f.3
<br />
<br />~~
<br />
<br />~2" x. 0.032.' RIser "'lnelS
<br />Open 3ulldlngs Enclosed BUIldings
<br />,'"nd : i-\;pplled I Ovemang COiidlbon Ntnd : Applied: UYerttaog Condition
<br />?.e9,on ~ Load 1 ~UNe ::--:Tr~ J"-O'" . .0" Re910n I Load ,~Nl: 1 1.0" Z.q' J'.q 4'.o"
<br />~?~. 1 H \ n ~-e, ~fJ-',~ \ ~'1-' ~Z'~2 M.P,H. ZS ,.~. .5~ 3'-2'" g-4~ ~'J.o
<br />
<br />~~~~ ;'-"1 ~.'oCl :-1~ ;~1~ :;~~:~~; ~~ ,',~' :~ u: ;;: ~~,~'
<br />
<br />1'25 \I,?H. i ,6 ."',' .. , ,..,- I rrT\G'-~1 i ;~l":KI45 ,.1' 0"- 0.1'. I 3'.r1~
<br />~.~~.~~O ;T-', h.. \, .~,i"I..',~ ~-i JoQ ?~ J -n '1-0
<br />
<br />,"kite' .CtaJ "xf ;;ar,ej '.....ot1'1 :: room 'Nlctn ;)IUSNalI Mdt.h plus c-.errarg.
<br />
<br />[1
<br />
<br />f
<br />
<br />12"
<br />
<br />12" WIDE X 3" RISER INTERLOCKlNG [INDUSTRY STANDARD] ROOF PANEL
<br />SEE iNDIVIDUAl PANEL SPECiFlCATlON (IN TABLES) FOR AllOY AND THICKNESS
<br />
<br />Table 7.1.2: Allowable Spans for Industry Sta.ndartl Riser Panels for Various Loads
<br />Aluminunl Alloy 3105 11.14 or 11.25
<br />
<br />1 J"' x 12"" x 0.019" Riser ?anels
<br />! Open 8uHdin<js
<br />Wind I Applied I Overt:ang C<lndition I Wind
<br />RegIon i load i ~~E l ,'.qo : Z-c'" I 1..r 4-ll" I ,~e9ion
<br />102 ,\I.?H. 1 17 '11'.11" 1 1Z-" I 'Z-7'" i ':3'4- I '4'4- 1 102 \I.P.H. 1 29
<br />! 110 M.P.H. I 20 "0'.11'1 ,,'.2" ! 11-<:1" I rZ./;' ':3'-7'": "0 M.P.H. 1 35
<br />i '20 ~.?,H.! 2J ''J.3'' 'a.S" j la.,,"1 ~,..,O": 12'.'," 120 M.P.H..! 41
<br />1125 M.PH, i 26 ,-T" I ,.'0" 'O'-S'" 1 1"4" 1 'Z./;' '25 M.?H. 45
<br />140 M.P.H., J2 0-8" I ,.11" : .-7'" , '0'-7'" , ,,','0" i 140 M.P.H. \ 56
<br />
<br />
<br />3" x , T x 0.016" Riser i'a nels
<br />Open Buildings
<br />O...erflanq ConditiOt't 'Nind
<br />~E~ -~'~~- .i~ S.(f' 4'.(f' Re9ion
<br />, '3',"-1 1"'" i 14,S" , ',-r ,H5.a' 102 M,P.H. 1
<br />i 'Z-'O" , 'Z-11'1 ':3',5. , '4'.2" , 1,,1- 1 1'0 M.?H.
<br />I ~":""I'. ~2'-,. I ~Z.7" 13'-4"! ~4'.5'" 'I '20 M,?H.
<br />'.,..J"' i 1,..0' '11'-1"1 'Z.'5' , 13'.10": '25 M.P.H. i
<br />"C."l' I 1a-4" ~O'."..! "'-9'" ! 'Z'.,~. ~40 ~.?H. !
<br />
<br />I
<br />i 'Nind i Apolied I
<br />L3eglo, I Load
<br />I '02 >,1.P.H.: 17
<br />i 110 M,?H. 20
<br />: '20 M.P.H. I n
<br />1'25 \I,?H. 26
<br />1 '40 M.?H. 32
<br />
<br />Enclosed Bufldings
<br />, App(ied ! Ov~mang Cor:Oition
<br />LO"d-'IO~~i1;.{'~TZ.J).:-r W I-"~
<br />'-2:) 1C'-d'" ~O'.,O'" ,1'..... i 1Z.J" i ~3'-4"
<br />35 ..;r >'-11- 'O'~' "'-~
<br />4' 3'-11" 1-2" I ..11;" I '0'-'5' I 'Z.l]" ,
<br />45 ~-{ ~.9" ~.S" i '0'.5" I ~r-8'"
<br />56 c./;' 7.1'- I 3'.;r ,-'5' '1',1-
<br />
<br />
<br />Enclosed Buildings
<br />I ',"'lnd I Applied I Overhang Condition
<br />4'-0'", Re9ion Load i NO~E, 1'-0'" Z.if 1 '1-0'" 4'-0'"
<br />174. , '02 M.P.H. 29 : ",'-, 11'.11' i 'Z.5"' i ':3'.J"' I '4'-J"'
<br />'6'.3"' 1 110 M,P.H. 1 35 'a-" '0'.1'-1 11'-5'" , 'Z-J"' 1 1'1-;- i
<br />41 >'.11. 10'.'- 1 10'.;r '11'-7'" 'Z.fT"
<br />45 '>'-5' 1 1./;' 'O'-'S' ,"-r I 'ZS
<br />56 o./;': 0-1' '1-4. 'a.S'" I ,r.;r
<br />
<br />Note:
<br />
<br />Table 7,1.3: Al1o"'abie Spans for Industry Standard Riser Panels for Various Loads
<br />Aluminum Alloy 3105 11.28
<br />
<br />: JD ;( ~2" x 0.0'9" Riser Panels
<br />I op:en lJl lngS I !::1'1t; 0 se l,.ll I ngs
<br />I WInd I Applied I uvemang n on I 'f In pp Ie I e ang n I on
<br />Region i Load ; 'fONt: I ".q": 'Z.iJ~ I '1.0- : 4--0" Region! Load ~E I 1..(j
<br />ITOm.~7 ':3','13" ':r-1, i '4.,' 115'.1 : ';-11", 11l2"Y,~ 1 I
<br />: "OM.?H, 1 20 'Z., ,'Z.'" I 13'4 1 ...', i ,S-I'Tn~~j~ 1 I -, 1 I'"
<br />~~,~ I lJ ~'.1i ~Z'., I '2'-6 I ~3"-4 I ~4-4- i ,~ I I -, I I".
<br />n25My,'~.1 2~, '"-4 :'i.i(]'i~Z-1$" '~-TI'ZSM,P.H'I 45 I ~ I \
<br />~?rt, :52 \~.J'" 1 ~C'.~IJ'; '~.:r I ~2."~'?'H..; 56 T-r r.~rJ' ~.r g~ : n'~1w
<br />
<br />I J" :c '2" x O,O~lo'anels I
<br />I ape n ~ulldlf'9S I ~osed 9l,.lIlQ,ngs I
<br />I Wl~d \ APplied; -()vemang C;ondlbon ::rr-1 'NIno. Applied I Qvemanq COndlllon 1
<br />
<br />~~'~'~nH. i L~~d ~~;. ,~~ I ,~~r~~ : '~~_h~~~d ~~:' :~; I ,~~:~~ : ~~ I
<br />
<br />~.~lO 14,': ',.:r I ,,-, I 16'., ,'6'-11 I '10M~.>5 , ;, \';; 1,,' ~ '3:W1
<br />I '20 M.I-l'.rt; ~3'..~ I ',4.l7 i ;4-~ : '5'.'~ :~20 M.P.H.! 41 1U-~ I ,J ( ':1.2" I '1-:-1 :;.~:
<br />
<br />~:~:, ~~ ;;:~ ! '''~-1~.1 :;~ i ;;.:-;' :~~. ~ ~~:~ : ~:;~ ~~.:,1.: ':: : :~:~ . "."1 ;
<br />
<br />~Raser Panels 1
<br />I O\>6n :3ulldtnq$ tnC-lose<1 ~UI\aHv~s
<br />'0 In pp Ie e an9...on I on I I '""PP Ie ...emang on I on
<br />I RegIon Load ~~Z'~.. I ~.(l' . 4'.(j 1 R.eglon , load ~E: 1'-0'" ! Z-o" ; 'I./J"' : ~..{J"
<br />I '02~.?,r;.1~O I 1r,1' I 18'-4 I ~B"'IJ"! '9'-, I '02~,~(J'i ',4'.J"': ~4." I ,:'.10"1
<br />
<br />~.~20 I '5'''' ",6"1 ';'-:' i "'" . 'Il"~: . ~'~ ~~;;. : J~5 ',~::' :~.: ", :~,'- i ;~-~Q" I, '4::~1
<br />I ~20MY,,1, i LJ ,,~.4, ,~-? i ':"" i '6'~ . 2 "~ ! ~:',: ~~;. , ;;-2" I ~~I :;;...
<br />~.~ . :~~~ ' :~:; : ',~-.:; ; :;.:-;~~ . ;~.~ '~',~' :~:~ . :~::: : :,; : ,;:,1
<br />
<br />Note: ~01:a1 red::ar.ei 'Mat.., = ~ 'MatI": ~l.IS '...ail Mdtn 0JI'..:s :r-.emano;.
<br />
<br />J
<br />
<br />,
<br />"
<br />.
<br />
<br />12_ 00"
<br />
<br />INDUSTRY STANDARD CLEATED ROOF PANEL
<br />
<br />l
<br />
<br />Table1,1,4: Allowable Spans for Industry Standard Cleated Panels for Various loads
<br />Aluminum Alloy 3105 11.14 or H.25
<br />
<br />
<br />I'
<br />
<br />"" 0"
<br />
<br />on I on
<br />
<br />.n
<br />Region
<br />
<br />pp Ie
<br />Load ~
<br />
<br />'-4
<br />
<br />., , ~." ,.,
<br />-,
<br />. "t ~.~ "l '.,
<br />
<br />0" !
<br />0- I 0-0 1-'
<br />
<br />-,
<br />
<br />.,
<br />
<br />4
<br />
<br />Note:
<br />
<br />Total roo( panel 'Mdtl1 = roam '.....<tttt pll,;$ 'l'."31 'NtcM pfl.lS o....emang.
<br />
<br />,.
<br />
<br />O~ IJ~ 1l"~S
<br />e ang
<br />
<br />o.
<br />I o.
<br />I '
<br />
<br />osec1 UI lngs
<br />e ang
<br />
<br />."
<br />
<br />0'
<br />
<br />o.
<br />
<br />UIl lngs
<br />e ang
<br />1
<br />
<br />~.j:
<br />
<br />I">
<br />0-
<br />
<br />">
<br />
<br />on I on
<br />
<br />
<br />on I on
<br />
<br />~-, , 'G'-9'""i
<br />
<br />on I on
<br />
<br />..,
<br />
<br />(/)
<br />~
<br />UJ
<br />>
<br />o
<br />o
<br />o
<br />~
<br />a.
<br />od
<br />(/)
<br />I-
<br />~.
<br />o
<br />a.
<br />~
<br />~
<br />0:
<br />
<br />;t
<br />::>
<br />z
<br />~
<br />:;E
<br />Z
<br />"
<br />en(/)
<br />UJUJ
<br />affi
<br />~~
<br />~r--..
<br />::>z
<br />[)9
<br />::>1-
<br />~O
<br />I-UJ
<br />rJ')rJ')
<br />:;E
<br />::>'
<br />Z
<br />:E
<br />::>
<br />...J
<br />~
<br />
<br />I-
<br />u.i ~ ..
<br />...... N
<br />a. ~ ~
<br />~ ~ -'
<br />~ n u.. ~
<br />Q) ~ .....
<br />C~~;!~
<br />C:t!;:~~
<br />~ ~ ~ ~~
<br />.::>.... W g
<br />W~ga-
<br />Q)~$!1f~
<br />ui1l~':Ju..
<br />C3;.w
<br />Q)~
<br />L..
<br />~
<br />
<br />
<br />SHEET
<br />
<br />OF
<br />
<br />78
<br />
<br />7
<br />
|