|
<br />Table 3.2.1: AJlowable Upright Heights Screen, Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-.s
<br />
<br />Table 3.2.2: Allowable Upright Heights Screen. Vinyl and Glass Rooms
<br />Aluminum Alloy 6063 T-G
<br />
<br />. z . o.on
<br />
<br />Hollow !:..'ctruSion
<br />Nina LOf1e
<br />: ",'JMY.rl. ; '.5M.r-rl.
<br />~pplled Load
<br />2S ~ ,I:;jq. ~~ "J ;:; I:SQ. ,l
<br />3 -:I I .~ ,
<br />
<br />j
<br />,~o~
<br />i
<br />36 ~'~q. rl j
<br />
<br />.0
<br />
<br />Load
<br />Width
<br />
<br />,'11)2"".1':7 H.
<br />
<br />'10 M."" r1
<br />
<br />Lead
<br />,',',dlh
<br />
<br />I ~6
<br />
<br />~
<br />I
<br />i 54::
<br />50
<br />
<br />~3 ,. !~q. Fl.
<br />
<br />, -':J
<br />;1'\
<br />3..,
<br />
<br />~ ..J
<br />
<br />2J;: I~q. 'rot.
<br />0" ,
<br />,j-.;.
<br />
<br />1 .,
<br />
<br />i .~
<br />
<br />~ .~
<br />
<br />i"
<br />
<br />r-<2:
<br />I ~3
<br />I ;4
<br />
<br />t-;~~
<br />i ,;
<br />d
<br />34
<br />:oJ
<br />
<br />'J
<br />
<br />~ -,
<br />
<br />~ -,;
<br />
<br />I .,
<br />
<br />'~
<br />o. I'
<br />
<br />~..,
<br />~.t.
<br />
<br />o .' 'J
<br />o ,{
<br />
<br />~. :~
<br />~'O
<br />
<br />, 00
<br />
<br />( .j
<br />
<br />o.
<br />
<br />,.j
<br />0' ,
<br />~.: J
<br />
<br />..:. ..j
<br />
<br />~ ',J
<br />
<br />0-/
<br />")~
<br />
<br />., .i
<br />
<br />7Z
<br />~a
<br />34
<br />'--'0
<br />
<br />0;,',1
<br />~ ..3
<br />
<br />~ .~
<br />
<br />J -;1
<br />
<br />?'J
<br />
<br />,., ...)
<br />
<br />J .,;
<br />
<br />o -c
<br />
<br />:;.";'
<br />
<br />J ".1
<br />
<br />~'"
<br />
<br />J --j
<br />
<br />') . ~
<br />
<br />i
<br />Z . 2 x 0.036 r10110w E.r.truSlon
<br />
<br />L"ad
<br />W,cth
<br />
<br />,
<br />i
<br />I
<br />I
<br />I
<br />I J6
<br />.. - 47'
<br />f---;..
<br />1--s4
<br />r--Eo :
<br />. 56
<br />[--'2'
<br />76
<br />34
<br />
<br />:~' n~ ~ne
<br />: i 2J .~"'.l-"'. r1.
<br />
<br />;'.pplled LOad
<br />25;; ,Sq. rl
<br />
<br />3-,
<br />3 !
<br />
<br />L ~4 I
<br />I-'O~
<br />I ,.
<br />
<br />1.5 M.P,rl.
<br />
<br />140 ~"'Y.H.
<br />
<br />'10 MYH.
<br />
<br />r-wTVI.r>.H.
<br />
<br />Load
<br />Wioth
<br />
<br />.,
<br />~,
<br />'3
<br />
<br />23 :; I~q. "l 35:; r~q. Ft. i
<br />
<br />3.j I { '0 I
<br />.~ - - -::-rr---:
<br />(..j : "'11 ~
<br />I'. I ~.o .
<br />., . ~ ') . ~
<br />
<br />2J ii/Sq. i-l
<br />)4
<br />
<br />'9 ~ ISq. i-t.
<br />10 .J
<br />
<br />J
<br />
<br />0"
<br />
<br />,-:l
<br />~. ~ J
<br />3-4
<br />
<br />i .'1
<br />
<br />3.:
<br />
<br />7,
<br />13
<br />
<br />{-,
<br />
<br />, -~
<br />
<br />I
<br />I
<br />, ,0
<br />Note s:
<br />
<br />(oj
<br />"'1 i
<br />
<br />~-(
<br />
<br />':: -~
<br />
<br />J - ~ Q
<br />
<br />~-,
<br />
<br />;;-:l
<br />o -J
<br />~.,
<br />.. .: 1
<br />
<br />4 -j
<br />
<br />~-O
<br />0"
<br />
<br />I"
<br />
<br />~.,
<br />~-:l
<br />
<br />d4
<br />
<br />1-';
<br />
<br />o~
<br />
<br />J. i i
<br />
<br />:) . ~ ~
<br />;;,<3
<br />
<br />.:-~
<br />0-0
<br />0-'
<br />
<br />Glass Rooms T'ra 3CJ:!icn ':/ 3'1....'1'1!ruml.a."'ieNH':do.-NS 'Nlth glass oanes n~a\ are
<br />~es'(~:"',e<j to 1 ~Q:\'1 PH N\r.~ icao ~eQ'..Jlre~:":e-r-:s~; tt,e aO'Jve '-'cnc;rt $il:S lf1creaSes ere
<br />st:en;:" so :~at acd:~loraJ framlf'lg ,S ~ot re':,"J ~~~
<br />Sc~een SOill1eS 01"\)" Side ~Xt['1JSIOI"i ::..;~r,ed ',vlU"1 )" S!d~ para:!el:o sc:e Gla~e
<br />
<br />0'
<br />
<br />0-'
<br />J -?
<br />nOllOw E.r.truSlOn
<br />W,na Lone
<br />120 ~.~_f' .M,
<br />pplle
<br />
<br />130 VlY.H.
<br />
<br />90}
<br />
<br />~. i 1
<br />
<br />~-:l
<br />
<br />Z )( Z")( 0.044'
<br />
<br />.. .0');0
<br />
<br />,
<br />r~02 '~ " c;
<br />
<br />i ': 0" ~Il r" rl
<br />
<br />HOllow :',1; {ru~o"
<br />?i'lnd lone
<br />i 120 ,'II.... H ' :.:. M ... rl
<br />Applied L~a.d
<br />,,~ :J '~q. ~t. I Z"i:Z {~a. rot.
<br />
<br />'9:t.i:'qFL
<br />? '-J
<br />
<br />"J :t. ',:)q. r- t.
<br />
<br />'.;,-/
<br />
<br />:~. ,
<br />, .,
<br />
<br />., ,
<br />II "I
<br />
<br />i~ .~
<br />i _,
<br />, -I
<br />
<br />~ -J
<br />
<br />J . ; ~
<br />
<br />,.,
<br />
<br />,,,, "'. i-"' r1,
<br />
<br />,,1 :t. ,:::iq. r-t
<br />
<br />~. I'...
<br />
<br />I ~ .,
<br />
<br />;~ -/
<br />p j-~
<br />
<br />,,J.....
<br />
<br />~ L -J
<br />
<br />i 1 .J
<br />
<br />. i..i - ~
<br />
<br />:40 :II.? .M.
<br />
<br />Jb :: l:iq. I-l
<br />, .J
<br />11,,.
<br />'V.I
<br />
<br />I
<br />I
<br />
<br />'~-::~l
<br />
<br />0'0 I
<br />:J... !
<br />j -'J I
<br />
<br />, .,
<br />
<br />': 40 ~.., r'I '1.
<br />
<br />...1) .: !:'::q. rot
<br />
<br />':: - I
<br />
<br />I
<br />I
<br />1
<br />'t. --+ !
<br />. :.:.-J
<br />i i -, i
<br />
<br />J -11
<br />
<br />I J .1
<br />
<br />':.J-.,
<br />IU -,J
<br />
<br />~ -1 ;
<br />
<br />, "
<br />
<br />
<br />US!fl; sc;een ~ane,t '-Nlr.:'.:-:"N' ,See ':'tt;:llI:a';.3S5 ~OOr."l Cr3.''/If',f''.g.), ~e-:';: 'J?f1gl".t ~Ielgrlt ""H"
<br />:e<J'JI.e~ fram (he maXt!T"iW'1 .'ielg.",~ ;i':cwed ::;r -:2'C:i eX'L"..iSI',J,1.
<br />Exam pl~:
<br />Scre~n panel 'Nld~~ "'tr = SC'.
<br />
<br />l..,1ax:mum "H" lor a 2'" :( 2" x 'J 050'" HeleN ExLruSlcn = 1J'-J"
<br />
<br />Lead
<br />Wiatt,
<br />
<br />10Z :o.'Y.H.
<br />
<br />110M.".H.
<br />
<br />125 M.P.H.
<br />
<br />4"
<br />46'
<br />54
<br />50'
<br />60.
<br />
<br />I,,>
<br />
<br />{ ~ i C'
<br />
<br />I.j
<br />
<br />j.iC
<br />
<br />e -J
<br />. ~ 'J
<br />
<br />Table 3.2.3:
<br />
<br />~..,
<br />~-,;
<br />3+0
<br />
<br />,:)..,;.
<br />
<br />3-4
<br />'-II...
<br />
<br />,
<br />, .,
<br />
<br />~ -<3
<br />~ '0
<br />
<br />~-:l
<br />;;-4
<br />
<br />~-D
<br />
<br />0-'
<br />0">
<br />:l~
<br />
<br />Load
<br />'Niet..,
<br />
<br />/ -0
<br />
<br />I~
<br />
<br />/-:l
<br />
<br />i:~::
<br />i I
<br />I 64
<br />~O
<br />
<br />i -11
<br />
<br />., .~
<br />~">
<br />~ -j
<br />
<br />/.,
<br />
<br />~-11
<br />~'d
<br />
<br />o-~
<br />
<br />;;'.
<br />;:I . i ~
<br />
<br />/-1
<br />
<br />/-4
<br />
<br />0"
<br />
<br />0-2
<br />
<br />
<br />0'.1
<br />
<br />,-'\
<br />
<br />Load
<br />Widtl,
<br />
<br />102 VI.P.H.
<br />
<br />125 "".....M.
<br />
<br />140 VlY.H.
<br />
<br />Load
<br />Width
<br />
<br />Notes:
<br />Giass Rooms The addition of aluminum rrame 8lndcws,vlth glass panes :~at are
<br />deslgr,e<j ~o 110 M P H Wind IC30j reqUlCe~eflts:o ',r.e aoo,e upr'gn: sizes Increases :r.e
<br />strength S.:J that add/tlo"al framing IS not reqUlCed
<br />Screen Sellnes on 3" Side extrJSlon !Jmad 81th 3" slce carai:~ :0 see plata
<br />
<br />USing sc:eefl panel Width "'V' (See typical glass room draWing ). select uongnt reqUlCed
<br />from ~e maximum !",elght allowed for eac.~ extruSion
<br />Example:
<br />
<br />Screen parel wldth'W" = 50":
<br />
<br />Maximum "H" ~r a 2" x 2" x 0036" Holi()\V E,'L'\;s:cn = 7"-11"
<br />
<br />54'
<br />
<br />I :~::
<br />c-----n"
<br />7S"
<br />&4 .
<br />90"
<br />
<br />'-:: - ~
<br />
<br />~ .J
<br />
<br />I~ .,
<br />
<br />;~ :~
<br />
<br />i 0 ..1:
<br />," -:
<br />
<br />1,J .:
<br />
<br />II -oJ
<br />
<br />1" -?
<br />
<br />:>.
<br />," -)
<br />1 ~ - I i
<br />
<br />: 1..
<br />11''';'
<br />T.... ...
<br />
<br />:~ :~:
<br />
<br />u '4
<br />
<br />.)
<br />
<br />,..I.:,
<br />
<br />-:-'1
<br />, "
<br />
<br />I 'J -?
<br />
<br />,..
<br />,~'1lla.'-I ~X~:-l..lS.IOn.
<br />Nln~ .:;,Jr1i!
<br />'20 ''''YH,
<br />
<br />" .( -4 ;( 'J...:; ~
<br />
<br />, 0, ~~ ;.> rl.
<br />
<br />"[J ,OJ! i-1 .""'1
<br />
<br />r-~~
<br />"r~ . ~
<br />
<br />,.pplro.tl Leao
<br />~'"~, I~q. r-t.
<br />.,
<br />
<br />~... ,: '::::i:i
<br />
<br />: OJ .'
<br />~ I ..,
<br />
<br />~ -.:,
<br />
<br />'':)-1
<br />I :J -J
<br />,4. -?
<br />i-'~r::1
<br />I ~ .j . 1
<br />
<br />10....
<br />
<br />\b. \
<br />
<br />,b -0
<br />, ~ . ~
<br />1J -,
<br />'i J--
<br />j ~.: ""
<br />I, ...
<br />11-
<br />
<br />, 'J
<br />
<br />,. ,
<br />1~ .oJ
<br />
<br />14 -oj
<br />, 4. . ~
<br />. J-
<br />
<br />,"'1
<br />
<br />',,-I
<br />1 I -0
<br />
<br />1,)-.:::
<br />
<br />:02 !~.P.H.
<br />
<br />~"J l~Y,rl.
<br />
<br />36 .
<br />
<br />~SQ:'~~rt
<br />1. -~ I I..: I
<br />13 -" I '" ,
<br />
<br />42"
<br />43"
<br />54::
<br />60
<br />66 .
<br />72"
<br />78"
<br />34"
<br />90"
<br />
<br />~ .::: _J.
<br />
<br />: I,:
<br />i i.-.;
<br />
<br />: ~:~:
<br />
<br />.:I~
<br />'3 ,0
<br />a','1-
<br />3'.,
<br />8.T
<br />
<br />iQ ..0
<br />10 -'
<br />9'-.,
<br />9'.~
<br />a'- I I
<br />
<br />...,
<br />
<br />, ..
<br />
<br />,:..:;
<br />
<br />/.'1
<br />
<br />I
<br />,:.-" I ',0
<br />t 2" x o,~, o~ r-lOlfu'H r:.xlruslon
<br />Wtnd Zor.e
<br />110'J.?H_ I '20M.PH.
<br />'to ppll~d Loa 0
<br />1;:6 iI,Sq. Fl
<br />I
<br />
<br />~::
<br />
<br />: 102 \I.P H.
<br />~SQ:'Ft. I
<br />I ~~:~: I
<br />
<br />, -.) i
<br />I
<br />
<br />'" .,:
<br />. - .J
<br />..: 0
<br />
<br />2J = ,Sq. Fl
<br />
<br />: ~~: ;~:
<br />
<br />1".1
<br />
<br />:~:l:
<br />
<br />,. 4
<br />
<br />'1J".a"
<br />1~ "
<br />9'~:
<br />'J.J"
<br />o.li"
<br />
<br />'2"0
<br />, 1 .1~
<br />II ~
<br />10'. 'C.
<br />
<br />'0'-,
<br />
<br />:' -J
<br />.. \
<br />,.: 0"
<br />
<br />a',)"
<br />
<br />a-.j
<br />
<br />:O"v
<br />9'.,,-
<br />
<br />125 !~.P.rl.
<br />
<br />29:1 'SQ. rot.
<br />!, '0
<br />10 .,~
<br />g' - 1 ~
<br />
<br />0"-'"
<br />
<br />5..,
<br />d."
<br />
<br />" ~
<br />i-IV
<br />
<br />I -?~
<br />
<br />, .J
<br />
<br />\25 \I.P.H.
<br />
<br />29 :liSq. Ft.
<br />
<br />:~::~:
<br />
<br />10- :-
<br />9:-::
<br />, '.
<br />a'.,'
<br />a'.,-
<br />s'. ',-
<br />1,10'
<br />
<br />\~ :.l.P.H.
<br />
<br />:S:# ,Sq. Ft.
<br />I J'-4
<br />
<br />~.I
<br />d.' 1
<br />
<br />:::~:
<br />
<br />i-<j
<br />I ---4~
<br />I ..)~
<br />0'-3'
<br />
<br />0-0
<br />
<br />I
<br />130 ~~
<br />
<br />" :Lr:
<br />It I
<br />
<br />I
<br />I
<br />I
<br />1
<br />
<br />T.T"
<br />
<br />T-i)"
<br />
<br />Table 9.J:
<br />
<br />Selt,TapPlng and ~acl1tne Screw" AJlowatJla Lo.ds fef'rSlfe
<br />
<br />Allowable Loads On Screws And Bolts
<br />(As Recommended 3y Manufach.ue~
<br />
<br />Strongtl1 55.000 pI>;
<br />
<br />i SCf~'N Diameter
<br />I ",
<br />r--no
<br />~'i.
<br />Ill"
<br />,J4
<br />Ji'b
<br />";"0
<br />
<br />Sc~e'flf' Di<lmeler
<br />r-- ~
<br />f-----na
<br />:---"J.
<br />-n.
<br />
<br />Sltear 14.000 p"
<br />~~
<br />
<br />-bouble [ - -Pu'U Out'
<br />Sh.ar 1105)' Sh.ar ''1bs) \ I'b~1 ;
<br />'r..>d ~
<br />J I~ .,,,n ...~~ i
<br />:;.,') ,:" ",::il:3
<br />~ -.J-..o ...'0'
<br />
<br />:.::"
<br />
<br />o3U
<br />
<br />. .;::.:. .:::.':}J:J
<br />I :.&j ,).
<br />
<br />'.0
<br />:lGd
<br />
<br />I
<br />
<br />:o.Ietal to ?!'fwood
<br />Si8" .I ply
<br />:-' ~n?ull-6utr
<br />Shear Ilbs I Ilbs I 'Shear I'bs I
<br />..) :.j
<br />
<br />1.12'. ~ pl'f
<br />Pull Qui
<br />SheJr i)'::/Si (it:Js.1
<br />
<br />1I4" 4 ply
<br />I PUll CuI
<br />(ibs,i
<br />
<br />"
<br />
<br />"
<br />
<br />.,
<br />
<br />" ,
<br />
<br />,
<br />:-'j
<br />
<br />:'
<br />
<br />.-0
<br />
<br />: Scre'N Diameter
<br />I ,1.a
<br />,..- -,.,,- - ---;;:
<br />
<br />Wood Laq Screw Loads
<br />USing Soutnern F'ine S.G,. 155 O( Equl'ialent ~-1!:r Thickness
<br />--. _._,--
<br />-. JO~oie -~\lithdra;a,~
<br />Shear'lbst Shear IIbS) (Ibs.) I
<br />
<br />JrIS
<br />
<br />.:~
<br />
<br />0.;....
<br />
<br />":'0;...
<br />
<br />"
<br />
<br />~..v
<br />
<br />Conaete Screws And Bolts i~ Cvf1cre~e, anc\< O( C.,'If.J.
<br />(Embedment '-;1ust Be a Minimum of ~-ilr Thickness'oNith ~.ii4.' From Edge)
<br />--Z:-1JQC;:I '....oncrele J:UQ(.;;I! C<::ncrete
<br />
<br />Screw Diameter
<br />\;~
<br />)fIb
<br />:H
<br />
<br />TenSion
<br />(lbs.1
<br />
<br />TenSion
<br />(lbs.1
<br />j,,:
<br />
<br />Sheaf
<br />
<br />Shear
<br />
<br />.;,.::;"
<br />
<br />:;I ,j
<br />
<br />::...
<br />
<br />~::'O
<br />
<br />~....~
<br />
<br />, :'.':'
<br />
<br />Aluminum RivetS '.vid"l AJumlf"um ~ardrei"
<br />
<br />,
<br />\ Screw Diameter
<br />. VIS
<br />~.
<br />Jf 10
<br />
<br />TenSion ~----~
<br />(Ibs I Sh.ar
<br />, ,
<br />
<br />...:l";
<br />
<br />,;;.,::"
<br />
<br />';'1':;
<br />
<br />\ Screw Diameter
<br />r- 1/3
<br />5tJ~
<br />~1b
<br />
<br />Aluminum RivetS with AlumInum ,'~andul
<br />TenSIOn
<br />(lbs.1
<br />
<br />':4~
<br />
<br />Shear
<br />
<br />.r-o.-
<br />
<br />:":-..J I
<br />
<br />Allowable Upright Heights Screen, Vinyl and Glass Rooms
<br />AI;Jmlnu~ Alloy 5CSJ T-o
<br />
<br />J :( Z";( O,,,,~V' 110110w utru~on
<br />v'/lnd Zone
<br />',0 M.?rl.
<br />ApplIed l:}ac
<br />25:# ISq. ~t.
<br />I,,"
<br />11 '0
<br />10"0
<br />
<br />j...:;
<br />
<br />SC:"?N ;oes :..fC-....g-: '.'NO $:ce'S :f .....ef"";er'S
<br />
<br />~ All t;ar~e1 :ef'g::-s Cai.....s ,,-c!..s'.~;a\ Q,...ai\'.y :"';se r"af'l'..f~!'~re~'.l g:'c fOlf1<;e ~o li'Ja:::..-, \ma; .Hall \~IQ<.ress of
<br />COf'.n~,O" :":se ,;:.-art io Ssec: sc:e...... iJ S "'.et SL.iOstJtu~.'on ot ar:cro( spe-:;f'catJo~s lei ,ora-....ln;s
<br />
<br />Table 2.4:
<br />
<br />','Vind Zone =
<br />Applied Loao =
<br />
<br />E.xlstiog Slab on Grade
<br />Nith unknown
<br />reinforcement
<br />
<br />Isolated Footing
<br />DimenSIonS".
<br />1'..0" I ,'..0" .( "-0"
<br />"-.4" 1 "400 x ,'--r
<br />"-6" . 1'-6" . ,'-6"
<br />"~" . 1'~- . r-o"
<br />"~" . "-3- . r-6-
<br />r-o- . r-o- . r-o-
<br />r-o" . r-o- . r-6"
<br />r-6" . r-6- . r-6"
<br />r.o" . r-6" . )'-0-
<br />
<br />Footings" :o.Iaximum Roof Area for Carport Posts
<br />
<br />102 '.lPH
<br />17 :l.iSq. ':t
<br />
<br />'10 ,'APH
<br />10 "'Sq Fl
<br />
<br />120 'API;
<br />23 "'Sq. Ft
<br />
<br />12S \\P H
<br />;:6 "'Sq. Fl
<br />
<br />140 \\PH
<br />32 "'Sq. Fl
<br />
<br />20
<br />
<br />i7
<br />
<br />15
<br />
<br />'3
<br />
<br />10
<br />
<br />~aximun"l Attnbutable Roof Area in Square F'eet
<br />~..J:5 20 ! 16
<br />
<br />5C
<br />
<br />~3
<br />5i
<br />
<br />38
<br />5 \
<br />78
<br />9d
<br />102
<br />\27
<br />
<br />31
<br />.,
<br />64
<br />30
<br />33
<br />10.
<br />
<br />, 2:
<br />
<br />?6
<br />102
<br />
<br />39
<br />':1
<br />"5
<br />,..3
<br />
<br />2CO
<br />
<br />''''
<br />'7:
<br />
<br />~ S0
<br />: 55
<br />
<br />127
<br />
<br />132
<br />'65
<br />
<br />'94
<br />270
<br />
<br />230
<br />
<br />1 ii
<br />
<br />J::J
<br />
<br />2:5
<br />
<br />2..1IJ
<br />
<br />2' 2
<br />
<br />"~otes:
<br />isaia:ed FOOling IS .3 pour~ c;(',c:e:e 'ec:ang\,,;i<)( SOlid (Le0qt,"l :t W'C:h ;( Di"Otnl
<br />S:aO 01'1 grace ml,..:S: ':Ie rew ;r r1 ,;COd :onCtt,on
<br />
<br />Pre~ast Block Footing
<br />
<br />P:e-cast fOOll09 :JiVC'\.. :,
<br />to race
<br />Olmen~ons
<br />j "..J.' I 1'~'. ;( :.....
<br />
<br />16" 1. '-:; t J'.', J( :~,. :iaiCw grace N1lh 30 tI ::;ag Dre.(1"1:x C00c:eia and baCkfilled
<br />
<br />~aJ;lmUm AttTlbutabl~ Root Area In Square Feet
<br />
<br />3:
<br />
<br />:a
<br />
<br />67
<br />
<br />54
<br />
<br />I
<br />I
<br />,"Jotes
<br />
<br />Glass Rooms The addillon of alumU1urT'I rra(1"':~ ,.."i('1dcws WIth glass pa~es that :ire ceSI9f"~ to 110
<br />M,? H. 'HInd load requirements to ,r,e above !,.'pn9"f sIzes increa~es tr,e strenglh so that adrjitlon~
<br />framtflQ 1$ no~ reqUIred
<br />Us;n~ screen pane~ ......iCtt1 ...."V :Se~ ~plCJl ~!3SS room 1r3Wtng 1 S~i~~ '.JpngI'lt ,-~QwIP"~'d f~on"l the
<br />maXl!'nutn reTght JjJowed 1.;,)( eJd1 e't~.'1JS10("l
<br />Sc;"~~n Splines on ).. s.Ce el.~"'..SI0n tl.:m~j Mlh ).. :ild~ Darat:~:o s.:ie plate-
<br />
<br />.....J
<br />~
<br />::J
<br />rJ) Z
<br />~
<br />~ ~
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<br />UJ u.J
<br />(JJO~
<br />:s (JJ ~
<br /><.J UJ r-
<br />~ cz:: (")
<br />, ::J Z
<br />>= t 0
<br />Z ::J f=
<br />:> cz:: (J
<br />f- UJ
<br />Z(JJ(JJ
<br />UJ
<br />UJ ~
<br />'" ::J
<br />U Z
<br />(JJ :2
<br />::J
<br />.....J
<br />-<
<br />
<br />w ~_~
<br />'"
<br />0.. :5 '"
<br />:t) ;'"')
<br />~..~ '; ~
<br />a)C~Z~
<br />~Q....:g
<br />C-lJi;:ie:2
<br />",::;; -,.:.
<br />w ,., ..: ;; .",
<br />cn3Q~:::..
<br />.~ 1t g
<br />w 5 g-
<br />a)... [~
<br />(J", j""
<br />C '" 'JJ
<br />a) f-
<br />....
<br />3
<br />ro
<br />....J
<br />
<br />
<br />5
<br />
<br />,....
<br />or: C
<br />
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