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1 Klancek.si J 5L~' /.t ~ rcs;~1,/ \'\a~c'~t.s;~. ~ (~rv; aat) 'tu»"~\(,.~ omoe.:u ~~t""t. N1fe<vov (c:1~i ~~ fi rf"~~~ \ Sr(\! 'Jvo.~;,,; "'i'e.:v (Eco\. \!>''M. ~ ~.O ')../f 1; + cby 'MeM.\\tv ok";..,, t Nthwv =l.f= ~ :: ~OW\ ;c2=t= ~S~ {\}yef : '= 2. ".,../4 ( i \ 'oo <\c;.\ rurt,. u et :: ' 2.';).2.. 3'Ji tj/t. :: O/ $') i 'N""",' r(;'ft\l~~'t' h" ~ O,Z}..,. fz.o::: 0.3"",' fzm"~'". '2.. "2.. ) jr =tk~j 1 Ce.(Z.)= Cy el., ~ (2:) L ~ t Cr(c) Cbt~)l c... t (l:: b) :::: C... (10"",) = 0,1.2.. h (o\.o/o.~\ ':: Cr (0\.S' ) :: a,u. SJ ((S'/o,'\.\ = o/ego\. O/Hi Ck(:t.).::: 1,0 Cr (~) ::: (kr kci':) o H{ 2. [1 + Mt (\0 vv.') ~ fvj fi!.~ (AU \ L 1,182.. ' 0,8 ' O,~" :: ~/6 ~~~ ~ 0,55=1 k~/"",l O, 2o~ "'tj 1 L 0, 1Gt; ~V _&.!\V!! (~.; \ ().J!?" (~\ "' \ 0, 6'1~ 0, '2.'11.. /881
2 "_;C; ljubl,,\',' ",.0:..., ~ w\aj')~~'''' 14 ~ J\..;, : rltr>',' ~«)" \1 f>o\: yo.vv..;"";,..nej,. ~'y ~. rye~v ~"';\~e..c.. ;"'" fi? obk~~t. Me ~c:>"'l.:' ro 51 o,an,aol 41 J 4 O,Hf, FS' AD... '?l 2 O, BBt k.t[ a. =: :!>., Lj5 ktl F., (O/))., o ee;. '" e,tfp z."" f) = Ao/?' [ 0,5 ' O,89.,. 1.,. O,'6J = f;agz.1t.j F1 :o AO/'!J F1 ::. f"2.. /' = +,b'o _btj :: 1," r "'. ~Lt\k\l, ~;"'~,&q\."'c?"""fe..:~y~~.~..l....:~v~~ V\,Q.~\\G~,,~h'.( ~~. % \,/2A'.J..rn cc.~' ;c>'o.ki~;. ~y:~t!"; 1ocrJ.., v o~v;!,"" ~rf~itm1"'\k ~'i(. (1V!Z,';H rit \ O~1lclVV\.~. ~.\c..v",(+. ~ :) 11,1,~!; \...~M~."",v,~...t '(1.., off"'; t,' 4 + t, "'"'" 0/',.,1\ ~\J ~ (\~'n()v"oto,~\'o~ h;"",(w;j( /).oo.<pic.. ~ \... \, " J ~~V\tiL b01"\o ",,<tk~ ~ 1('..\'lMl'r \v..dv: i"fl.v\h""'o \,,(,Q.,"~ f)( ~t ~"';4cN" ~muflog
3 Klancek.si o.."m,.. prd y...u"'" O "VR. SLC t: /,... STRU SLK Naloga 4 TYPE PLAN FRAM Al..t (ti) it> NUMB OF JON 18 NUMBOFMEMB25, NUMB OF SUPP 3 d) ('5 NUMB OF LOAD 4 TABU FORC REAC ;4&' JON 14S' 10. O.S 1 THRU 18 MATR 3 6 STEP 1 3 X 6. Y 3. SUPP 2 THRU 3 S 40 10! '" MEMB NC THRU 15 MATR 3 5 STEP 511NCR 13 tl.\ 16 THRU 25 MATR 2 5 STEP 1 21NCR 13 MEMBPROPPRS 1 THRU15AX 1.Z _.@ THRU 25 AX 0.20 Z CONSE ALL evi LOAD (1KN/M2) POVSOD JON LOAD L_@ l' 4 THRU 18 FORC Y FORC Y 6.25 l'l\ 8 FORC Y FORC Y 6.25 ("t 14 FORC Y FORC Y 6.25.lL /L MEMBLOAD 16 THRU 25 FORC Y TRAP 5. O. 2.5 LOAD (1KN/M2) SAHOVSKA JON LOAD 4 THRU 18 FORC Y FORC Y FORC Y 6.25 (.4) '3tll\tYC.""\'" vozfl.:;c 12 FORC Y FORC Y 6.25 (Z. cae"'tyg.c...:t', t 18 FORC Y MEMBLOAD (!.\.A1'cMt va.\m. OS\\c. ao,,,ct 1fe ce. 16 THRU 24 STEP 4 FORC Y TRAP 5. O. 2.5 (5) 19 THRU 23 STEP 4 FORC Y TRAP 5. O. 2.5 () fi,)' N)tl...;..'(..,2.,., LOAD (1KN/M2) LEVO /)<r/l.'t... J.d.l...C' ",, JON LOAD 4 THRU 18 FORC Y FORC Y 6.25 C\ 84"'("Q,1'''',.c M<:'".eev,... "'" 1..t, 9 FORC Y FORC Y 6.25 f.2.. j", kr'vc'. rc1"" ( ""a.t.,, \ 15 FORC Y FORC Y 6.25 MEMBLOAD 16 THRU 24 STEP 2 FORC Y TRAP 5. O. 2.5 LOAD VETER JON LOAD 5 FORC X FORC X FORC X FORC X FORC X SOLV LENG 10 MEMB 1617 STOP
4 ;, O'oV'o.V\"'''~ 1:70",",0 f'~o OS't\f,..~~ 'J" ~~clc.1,!\v. 4,<;& ( N.tJ1. 1. i t.11,:582,.5""', 8b li, sel ~ \."1. ",,1. <D 0.'4 \CeH\~ " ( 18 1.,' t 1 t,s' n,ltl8 ib/hl e/g O,lg CD,1f " 0," 4,'S! < 1,iU :(~,\\5 " r~.sll~ 6, ~"'3 '::: o i t.15 :Doa M..> r 11r:A.. ~~V\;..~, Me... 1.t.,.'"W Ke..'~"..,'(., ""lvo4.o.1f+.. J)"'~' \\1~(. ~.edet. '''''1....
5 Klancek.si ~._ ",; ),, 1\: 5Lt<.J: 1.. 5"" [h) ~",... "'..,.. '0' ~ ~ 20,'1.Ko~~Ct... v '> ". 1L ', ' ') t.vi'",) l1lrww r' 1.,,:': ' v 3 \t,.0"..."'...,'... \t.r <..h."": \'c. HJ /)\"'1'(V't\lv.L.iiV' \'10/11'.( ~ Mtvr ) = J\<:f''l.1 ".!os". 2. At 1f. "1>, 1». \1.,V 55J ::: i.s'" 1, '\ 2',1 n\ ~_ : ~q~,~ + 55.~ + ~o' 1',2 (O~) :: '2:1\'3 U,..J ; _._~._~
6 ., ".... h"'~"'~ "",,,e \N\L"'i\"V~ ~c.k()v~l..c.. 1,:'5' ',('2.. 1,24 ; ",';. '!. 8,61 '" Of'; T~c.lA """,~K.,,{c ';c..,",u,,~t.., ~~~ f'n''''< /1 do 1f<.l t1b~/... vrv",, (~k. i ycvz_o'o\m4 \M.~"' J'1 r ""'("l V L ~ \ 'JhQ,...~ j,.;<\.~d'!\kc..? M~ (rl~' ).{d~. 4,2". ~(108 \,~.~. A, 8~ ~,5'. 20,"~. c:.t\! ~ :: 2J.,.l. + tv~.. B,2 O,t + + ( ~d,s1.)4,\'.=.,.1 ~(:.~ ~. ~ /1<K..r n. ~~ ,"' o,, (Z"'~z.\:...,,~o\{.t.LJ (~~ (1. J.c,.., \ ";; (NtkA ~ V\t'f"""v\o.: ~. ~166 (1,)$ '.(1." 4,~.) + W,lfS"'O,,, '~) = 5'3,(".~U 1'1= (1~,56~). (.,0. iz. + o \ + 10,n...(,) c: (11t~ L ~). ",0' a Or.',,, 1>,
7 Klancek.si Page 52 ENV : Duopltch roofs (1) The roof shoud be divided into zones as shown in Figure (2) The reference height ze shoud be taken as h. (3) The pressure coefficients for each zone are given in Table (4) For long roofs friction forces should be considered (see 6.2). wind upw\ndfac:8 8.o=J ~ownwnd faca o( >0 c<~.:::.o., /0(... ':::::::::::::., h..., 1 downwlnd wind......,... tae. '0«0 Pitch angle positive Pitch angle negative (a) general upwind face wind / we F.J: a.. eo Q H J we a F 81'0 tl10 )ol b reference height: z. =h oo o' (b) wind direction e = O. tl41 F wind Q rdg...e. 90" orl'ough Q H /.tl4 F ) /2.. b ebor2h whichever is sma1ler b: crosswind dimension (c) wind direction e = 90. Figure : Key for duopitch roofs
8 Page 53 ENV :1995 Table : External pressure coefflclents for duopltch roofs Zone for wind direction e = O. Pitch F G H J angle a Cpe.10.1.'O 'i>e.1 'i>e.10 Coe.1 Coe,10 '1>e.1 'i>e,10 'i>e ,6 0,6 0,8 0, ,5 30 1,1 2,0 0, , , , , _ 5 2, , ,2 0,3 0,3 5 1, , , ,3 15 0,9 2,0 0, ,4 1,0 1, ,2 +0, ,5 1, ,5 + 0,7 + 0,7 +0,4 45 O, ,2 0, ,7 +0, ,2 0, , ,3 Zone for wind direction e = 90. Pitch F G H 8 angle a 'i>e.10 Cpe.1 Cpe.10 'i>e,1 Cpe,10 Cpe,1 Coe,10 Cpe,1 45 1,4.2, ,0 1,3 0,9 1, ,1 1,2 2,0 1, ,5 1,2 2,0 0,8 1, _5 1,8 2,5 1,2 2,0 0, ,2 5 1,6 2,2 1,3 2,0 0, ,5 15 1,3. 2,0 1,3 2,0 :0, ,5 30 1, ,4 2,0 0,6 1, ,1 1,5 1,4 2, ,5 60 1,1 1,5. 1, ,8 1, ,1 1,5 1,2 2,0 0,8 1,q, Notes: (i) (ii) At e = OOthe pressure changes rapidjy between posibve and negauve values on the windward face around a pilchangle of ex= ",so bochpositive and negauve values are given. Linear inlerpolauonfor inlermediar.e picch angles of the same sign may be used between values of the same sign. (Do not intetpolar.e betwcen ex:: +5 and a = S. but use the data for flat roofs in
9 1" Klancek.si SST ENV )99) 23 : )998 {' Nacionalni dokument za uporabo v Sloveniji 1 Karakteristicne obtežbe snega Slovenijo lahko razvrstimo v ~tiri obmocja oziroma cone glede na spreminjanje snežne obtežbe z vi~ino. vendar so tudi znotraj teh obmocij manjša odstopanja. Tako imajo kraji, ki ležijo na koncu ozkih in globokih dolin precej vecjo obtežbo, kot bi jim jo prisodili glede na nadmorsko vi~ino (na primer kraji ob Bohinjskem jezeru, Mežica). Obenem pa je snežna odeja na obmocjih z burjo razmeroma neenakomerna, saj zaradi vetra nastajajo tako zameti kot tudi spihana mesta. Enako velja za gorski svet. Ker je mreža postaj v gorskem svetu razmeroma redka in ker so tudi meritve mocno odvisne od mikrolokacije in niso reprezentativne za širše obmocje, so snežne obtežbe izracunane samo do nadmorske višine 1500 m. Ocena snežne obtežbe na Kredarici, to je na višini 2514 m, je 24 kn/m2.za vmesne nadmorske vi~ine se vrednosti snežne obtežbe linearno interpolirajo. Preglednica snežnih obtežb Sk (kn/m2) nadmorska CONE vitina (m) A B C D O , v
10 SST ENV : o z.(i) :> o V ::.: ex: o ~ o «z N W Q N ~ o UJ z ON UJ Z V YU! r_,\ Q «co U o o.. ol.... > 8 cec 8 8 u!š N_ <.. D 111 ::>.01.::r o::> ol.. OC... :.: w 0!:!", awlloo 4 A 8, Po mnenju Ministrstva za informil1ll\je Republike Slovenije z dne 18. februatja 1992, ~tev , spada ta pubfikacija med ploizvode informativne narave iz 13. tocke tarifne ~tevilke 3, za katere se placuje ~stotni prometni davek. V
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