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Building Structure Project 2 calculation

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Building Structure Project 2 calculation
Beams and Columns Analysis

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Building Structure Project 2 calculation

  1. 1. Mb 11») $112216. ozoqqcp, 611-¢u; lEoM EQMA 0244 loaé ovx $12113 e1=/3-1 Loau§'1S 1m. ~s1m.1 1° hem 29111 11 1m, mAa 13-1», w1vu‘ Jim WL :01. 2156 M311 = 3.13 >< (usll) =1,.03<1~1/M Eeawx szX wa‘31 2 0120-1 11% =1-11H<N]w1 grad: rJa = D<M]M 1 W911 3&1; 10018: [3-0'$‘1’:1-LN + {O -w%mM Live Loac av 4:11: E1={1-L1 12:1 1. Wm EFIL1 10. 1., ,f.2,; ;1.‘1 M) 9.01 CS-33(1) = uxm/ M )Ww& L903 Am Mar :11 1.11 {or 1aA1oaA 2011 1-0 1»: we 1343. 01.: 111-1 >11-11 - z11.r1s¥= N/M LL-_ 33$ 31.1, 2 s. u1<11]m U3,-. .,. .-1‘ 1041 = 211.11: +5-36 Rm11'ov Foflt 3q_<g11l. ’¥ 1111111011 *1: 1251* ? ‘.5‘,1 = 1L1o<N(M E f’‘° 11.u)~L1-XS " lY'X‘k-''= ° SHE ‘H 00 F_. G - -~40 1 1 0 1 1 1-. . -~ §0‘b "‘v(;3‘<{'; _1a11211041 -1010/M F 2 iL-, _12.J2J ,1,___; _], . ~’5”" ““—%21 1 1311.1 0L - 111211411111 ~ WW1‘ MIA 1:03 D‘(, ,-‘1_1.~-. v (2) LL slat 5112--1 =3‘E§. L’N/ M® Live 1221 11-, #,9‘. ,_, ‘ +%__‘”"; J C‘) _ 1, H*oLP~1./11:. ‘ #19 1F——----——a1 7-ES‘ ' 2 ">8 -' 71?
  2. 2. 1€1rmv3 floor Eeam H33 1 Deal oqA ow $o1D E? ['$''‘ oa& 1s- ’(ms’§men 1v~ ’cr1av3u1ar 401-w :01 se{ 00211 = 21> K11-as/2) 31,03 mwfi ’<o 00L, 1/1 A MK = '+.01<N(m 1 ‘ “am $21? w¢«‘5’t : 1-‘11-11-N/34 Beam 211 00511 = 1.111111% 101,1 1“; 1“; 2 W, 9 214+ vT0J{a“ 1:a.1l1o.1-. 4-1131011114 } = 61.110. 1<Nlw1 10—--5 l. '1ve0a3 ovx sa> EH3-4, °“A R" %mS&"" “‘ W”3'" gm LL 1.1» 311213 2111-1 -mu! /wx 3.0 x (">38 /13 ® 1_ 1 (9 : 1-‘SE E _. _ g (, oIM‘ *0 0%, Lwe Leagl D1o.3mw 1/-5 K 375$ :11‘ U{1,m«¢ Long 91, : 61-111: £1.11. -. 1&1} H‘/ *1 LL : 3.1.'S»<-Q = Z-Sikh‘/ M 011100112 1oa11= 13.13 13.54 3 1e. mkv1!m _, __, _,E_-‘E G3 SLIQHJ/ M ® Keac’«~“av Fovce. g —~—, -——-—-———, ‘b_%'Sg5(‘5.‘§§ : $5-1% wfm ((oNe’* *0 Po1vIHOa¢1) ’ 15? 1 “(fig - -01° cl. -1fs*l-L"r$'K“11<'$-LS -0 10 , 71% 11 I 1 11* 2 111-14 140 ' 7”; -21:1“ RVJJ1 —. ss-144 1 '. var 2‘? -lL1k1~ 4, We , ,3 : <’). %-UhL~U''§ , 1.'5-S‘-W33‘ NE - :23-S51 3%
  3. 3. “[3 ~— M goo mt cqtcdah radium km 4 a-as EH2, © Via; U213 on SW0 EF(2'3 ‘_ x QM. we-3 sh‘: gm «Vi weqkf '- 1-6 I1 Z ‘RT me . .;.3. +=I-'+~¥~N/ w. , ‘,8 H4,“ sea. “ ssh’ m‘<3k= -WWM» ‘ gm w. = o| =N(vs i BN1‘ wau r ow‘lw ‘ ” % Td’A Deauoak on NM EH1 ’¢QT -. ml-mL+xo ‘ = ’s'L‘H<N/ w 1'“ M W b°3"'"‘ - Lave LMA W Slab 9912-3 L. { 4‘ LL slaL EF 255 '- H<N/ M .1 2 M38 = l | <N/ w I Tofu‘ Live that-*5,‘ , , )‘v«)Q LOW; V ‘ DL 1 ~1""/ ~ J--2. } 4400 LL: ><~k = "~<N/ wx . UL= >o~t§wM (9 ~bW°‘w @ REAJVM "-~2~S"“‘_‘~j. }S-~—g new nu °Q_ggm Quwved’ io fo'vr ml) 2V"0 q-+. u,»<1.‘s< —- RY-xlu(’r=0 K‘{—= LF. ’S‘S<N ge» 41.3%} Back ha Beam Elk‘; 4% Dead Lea; om SM) CE/ |—‘5/ 0 I Slab <45 =4-.0ll= N WA ‘. g {, ,,ggm§ J“, bum Eh, ‘ , I“ , (r. m9AM gm‘! [~ ceuvwt h )? L F 5' I Kean K '“"= ~ ' gm, sew wex33v = u, x (s~s: /2) “/5 V » 4 L 5° C” , : Ainkfl/ W‘ A Edda )0a «to w mm M? wt? gW( H-WN/ m [; :a_.1_JL. s.. _¢ =1 4 % x . Kfidg‘ WA“ = okt~/ W‘ " _‘S%w‘ . A— fr('a MAI A but E rs — 4.0’)-+J+'+a—: to M M / ‘ ’ W ‘““3.‘°°‘3 J{‘3'”' I 1 1 9 §‘WL [M
  4. 4. L'NQl0aA Ovx (Eh-'5, W §'°W slqk ce! -1;: -kk? “as :3 +0 haw‘ E/ Iv-§ 'u* G *l‘I'ar3tt‘0( ‘FDVVM. ~L Jz Jr ~l J l * Q —< * (”"‘/9 5/L‘1‘——1{ MU“ Diagram 7-3 ! <N{W Convzck kn ovL , as >k 3-; = ~%°r<“{M __ T j>3_; s_i, M W-/ _ mam U03 i L § § % g A 0L: K-‘H: x. "7—-Ll<N[M LL « —>b7H-K : 7‘ W ULKNM Lam‘ ‘- 7‘‘5'* + abs‘; 9 7‘t3‘<N/ wx Reu&9M Form ms x 13: —- M«~ < uvwtrk +0 W my MbNu<’ of Q) , (M331 -3:) + (we x. L=rS‘ — K3 ans? :0 K3 ; §‘-‘H H4 KM“ —, MMK K. 1 696-‘KLLN / ff
  5. 5. WSJV Hoar Beam F/1-4. (um Ma‘ 9°, “ 'v. rgk ¢a¢ucr¢ reaw? m Rrce 4 mm ep/5) Den; M on sao E? /Z% (cm was $5.11.) §ao se§ 3.5/2 = (53 l<H/ M ml oaA on slab EF [K-4 (‘hm wt’ 4,1,) Load‘ 15 huusrfenczi *5 Lam EF/3 an +m9ezaiJa| vfirwx, sub sew May}; 3.5 x (33512) = (. »o‘$kN/ w Beam 9e§ mm -. -mu/ .., (Sad: wan = MN/ M Txha‘ JeaJloaJ an Lam EF/3 = u~$+(~oZ+; .qLH. ‘O = l‘l~‘l‘r RNIM Live hat} 0“ ‘H3 E‘: !7'3 756.3 -. : N/, ,,‘ Live “GA on sao EF Loqk "us -ha1€{€W¢C *0 ham EH34 M '(m-. ezo§¢. A {gm uvwuk ‘K6 ) 3 x (1.3% (1) -, magi WIN T-’rql live loal an ‘mm EFf’S ; ‘Z593 -H «, ‘1~‘S’1c§ H4/w U‘§Nfle M BL. ‘ mg, ‘W —. u, .<mN{m LL: <i.11§X| -A = K H4/M UH; 'A, &e ha; = ‘IL-‘7l%-HS , Q-l»‘(‘2<| ~l/ m ReA¢r"oh Forte L‘», q¢6~Ll{':1 ¢ Ffl-. 'g<]~l/ M (convt/ V‘! +0 Fofvvf (dad) f. N'— 0 {Q13 x qrgg - RFX’-Fl ¢ 0 gr: s ‘"5.U§ | <N gun? » M75 ; _ Kg "- ‘{€. é§kN 0 . © (9 EH1-‘S gay, 5¢§ . W'g1+ -. |? §l<NIv« L _ I A EH34 4M» Sc“; —aL~0?1=I~1/M I E; L. -i-J. .4,_J, .1 .1 , : mw~ self waa’5H= |-lM»| ¢j/ ,., ~L; ;¢ J ¢' J l ¢ L: -€<l< wall '- okN/ m A§; % mat lad hm! = W13: 104 mt M 0m‘ Aiasmm 0 ‘LL ovx slab EF/2-3 ; 1 IN/ an LL on EF; l5-‘£-: grfigu/ M ; _J. _«L_. L._. L_£. _.{¢-" ' um um mm} = MN M/ « : L-? ‘{2 Lodc‘ Dfajrmvx
  6. 6. Eack ‘o 9QaW F/7-"+, :3 EF/1'3 = owwséaiv 3° _ __ N M) woo + “‘‘z‘i? o““‘‘‘+ “(3 4 ° “*3 “ @ Slab seF we‘ 1+r4.o2m("‘ C25 ‘[»_ IWTQT ”w@ Dem; MA °V EFI'§"*/ ‘ ‘——iL——jidL‘] lea; 13 {'mV*<‘Eun¢sl ’co beam ]v *fn'Anju‘ar (om) A Sla) sea‘? we{cM” : 1.6 x _/3.3;/ ;) hm SM , zww/ my. = M's ml. -A -- 5 " cevw€r’f +o um, ’ 1/3‘ “,3 Jmack wa —. xokfl/ M ‘ = M’). 9”“ ; :1 been sew w<3’f ~ WNW @rT"*<‘&’i‘f's’: *.§? _T? ’:‘_‘_‘““_‘f"%’. ‘_/ ,*: ; f , ,;¢< m = o W/ W, ‘E T¢’’u Am; wk on bum H2-A M») ' 4.01 +l. H4 «Mo = »: -uH, <N! m rot« deal hm} Mn Leaw‘ "(2"* ®’@ . _ . l&‘‘~0 = u~L»-+<r~/ w‘ LL EM» Er/2.-4: new/ . Law (903 an SW0 EF/9‘? ‘ L J :3 31¢ L MA as *ra-s§ecrz5» *0 WM F/ VD‘ "V‘ *"4“{j~*" ‘arm, %"“"_—"*"""‘—' I (V g, <(1_, ></1) L. ve LMJ Om m E : %-’>’—¥§ I44./ M CovVOV h 09L, / uoo / , '37-gig / 7/3 X 3.9? __ S366 W/ M mzlaslcrl U’c{vM'e haul ®'© ® _ lfI‘N/7" L1Q]‘E3fk; £-N/ M @ DL 2H. ‘-H4— )(-‘+ 2 “>kN V >77”B(S; L7 » ‘A LL‘- o *4 ; {,%; ;.; +e*; ;:‘; %.. ..«L A ‘. VH. 'wwr'¢ [MA 3 M‘-N q<g. L§ 3'), l02J§ UH'w?2 lam! ®"@’ @V ® DL-. l: .q(m. q. —_ 2l~6‘H<| l *_ LL‘~ S-SW-‘ “ °“‘m“N 7‘ M W H>§J :1 . - u. » was ‘° * " ‘ : . omw<a IM3 (943 ' 7”’ N 2 "$05? Keac''0V Foue. ‘. .,W, ,.+ H @ WM“ (q<3_¢g, ¢7_)+(m-‘+ xu,1§)—(R‘(-x SJK) :0 KW : H1-‘L Va-« u‘1.%§
  7. 7. Ur3/ m 1~ '2W ‘saw 35%’ | <M/ M 7~">-'>§vn ‘I Am o'1~Lk M-3.1 :0 101? ; U| ‘1~isS+<2'+. <‘cS) x 1 I 7% - "£52, 101;].
  8. 8. kéfbunl War Kean C(’é4} I ow km} on stab Ac(3—*+ Lu} :5 Jumfimg «to beam ’uv 'hiav3uc. r Pm, ‘ §la; rd’? we'.3H' : 3.5 x (1.3%) > " 5-0'S| <N/ w (0/«ve, r 4., UDL, 1/3 >< (yo: 2 4.02 W/ M Sao Ac(3—1+ = §laL ca/1-4 Ream = -‘V‘H<N/ W ‘g4A 1(4-0211) : Q-‘W Live Roi on glak Ac/ “>4 oaé 1; +ms’s'erru1 ‘ko 66am C/ '94 'M ’€ri<«uy’ar 6w) 2.0 x (1.3:/1) : '5-‘SS (ovN2x’( +0 UDL, 2/3 ‘F33? -. 2.13 kN / W gm, %c{3-t- = s1., , crzfve 1o’<a lave MA = 711 K1 : u. ubl<t~| /vva U| ’r€wre ma M: ‘1-“xi xl-W —-5.21;? LN/ M LL; w, x. e, = mt w/ M : 'Lo. '+o<'Al<N/ VV ¥21Al. H(y. "ot(£'. ; o.l(-o"sX '5-'9; (conmfi +0 fo; '<’f"“‘J) ; b%~1l>W éN’0 (5<g. Et, $l-RC) — K°cx'L~1‘§ ? 0 R1‘. —_ | <N MA , . L(, ’{kx1I+. k‘& 1 1 ’1<z, L1/ G "45/1~? $n‘0 <43 uJz«‘gd'*l&.61W‘@ A LE 1-4 flab Sel w ‘ =40 , , ‘ To{’a‘ ‘mg 5 q‘l{'fl‘N! w To‘Va Ala; oa3 <1Ca3mW f LL slak 3£/3-4 ‘— 7'73“! /M , LL 44: (UN = 7-23$l: N;M
  9. 9. ‘M Hour Ema ca/1 gooo Dead ma oh slab cé/ v-3 ***%~§*— Loaélis +m«s{mA a beam ca/1 in *m; ==Z°‘M ? ""'. ©u "°““"’? ”°"9"“’°““/ “® 2 J J. J 4 awe. ++o uvL rA: ::‘_‘”: :] Slab = 3% 7‘ (‘Kg /1') MM “W . |.Qqw%/ M —. (,. o'5l<N(W g rem sefi «xe€<3<' = I-‘UP l<N/ M % back mu -. lbl= N/M L rm mu = Lol<N/ W g-ti_LJ;2,‘ 1o’m Dem! [ml - A-o®H4¢+ +10 ii aefl lies : H414’ = 4.= P( Mn [E j: ““L"“‘v . mu 1e. uea3 Hangm- LM bag M QM, Ce /1»; A LL slab ca/1-5 22.553!/ m v«Hs ’omM£un3 to Mm 5511"“ *'“? °"; lu W) i m1«v¢rV *¢ um; 2 1gm[ we L0,‘! p, 'n5., ,. 1'8 X (’5'-59/7') ; 24,1, kN/ M ux". m%e Loa& I 91: q. r«&x~U¢ —. ‘N. *k§‘é U1/"‘ i L_-: ')~Us‘A. B = ‘D56 kh‘/ M Mxk Lea; = m. L;$% +tns(, E I U“ ; 23.1% H~Iw Z W i ? .eac‘‘oY rm‘ 7.‘Z~‘"c ‘A § [¢°“M *° 1’'’; ''‘4 MA) = (*1-'$. S’H<! I 5 M10 w: s-<4 X1-'§ - REXS 1 0 R3 4 1|~1°s§ H4 Kc ma » ‘*">'S1' ¢(, = ’il-‘RS u gm ~. mg: 115 '2. I <3°~TS H
  10. 10. L Calcuor§'n3 Cekuxm Av: KM we " HKS1 | zL, oK é'. °W, ‘A Fuck um; MA ax couwm M X um; ml {or cam M oeaa mg 4., ¢. ., ,.. pq Kay‘ 1' I " E 22‘: XL§1’gX'$. {, = ~0kNM‘ x 1-8 :4 L61? ‘- last} W 2 44% H‘ Be“ __ (. l_S_H~S, *S) ‘KL Beam (2~$+Ls1§)1C$B R66‘? Bum E —_ V5-03 LN ’ l§°3kN : L44 x(1-: +. e.’3r§ Bn. (k, M= (1.§+'_H_, §) N) 5r§c| cL’4 (2.w-<>%§>uo .1 _ WW " mg“ ml mm] L T Tdtal (1808 _ To‘kq 02144‘ Local 0 M > t+. 3+s°1 ~é = ms»: 4:1: : '§'°M§'mw'§ on ‘IN 3 » Se-1‘§kN :1"8SkN " ‘ ‘ ' UH. 'wrb. Dulloaé i 1 ‘a > ‘v . . ‘ : five has {“ Comm“ LNQ hag £0? COKUIMW _ VORA ; No We ‘MA ‘ = '2-S~/ ~l. $’-l-5 X19 Lm mt o1/ mo-‘E b ‘ M 3 %‘-S’‘'§’<N ; o. m~l/ wxas = <. (,1’; . U’o’m+e lmloaé __ mg km E-, z3‘>; §xI. (, Ul’(€w«xVz we o«A T 1 l3~*H<N 3 7-*°q‘u‘(’ Tutu‘ Cbtunm [644 N-- = 3.3: N (ems Ftp») . ‘ Tied couvv [oak fig A-- Rafi Twin‘ (o(Av-uh (cm; A4 (| =.'. -«,4 pL, ,,. )} 3 °°‘§q ‘H—5"+ = 1-+.1«+">"s§ = 7r“! -‘H <N ,3 = ‘""m‘NH : "? ‘5“' floor v ) 1 2% L L ‘ Tofu‘ (ouMv ‘mg ‘Rx’ Column N- (Au uwekq 5 -. 1=+. eU<+‘+M‘+1zq«1 % ; 2l~D. kn
  11. 11. Cdcua‘fi couwm A73 _ Roof: We/ mfl ‘(Gr COUAVIM Rea-( _' ‘,9 X "$535 347': = %.3’+S | <N [(06% 52am . _ um x(">3:+2.§) . _ iz+nltkr~ ToJYa ‘xag ”°‘<« : ‘Z§*“’§' 3&1‘-‘I’ —. u, .‘Xl<N u«+; Me dmdloafi : lL~%x. L+ 2 _21—§! <N LmoaA «ear own As, —. ox ><'$-‘SS X)-~§ = H--€<1Sl<N Ul+: W We local I ‘H8’-}§ ‘H-Q '. 6‘? Tofu‘ Lokuw/ loql A3 ( mo? ewJ) r ‘C 8'} - K00’ k"l. _” F. ’rs5( Floor owl ma {W (am 1:3 SM‘) : |-(. '+§x2-§ x 34, —. Is mmxi Mm : (3.35 1 2.3) x uw -. W14 ‘KN Sr€c< ! Ja : [S-35+ LS) Xlo : §%. §«N To’a omHoa& l§. o3:§ +9.42% +§? <.§ ; % 1 kN u+: wt Ami {mg : g1x. tL = um ‘xktd Liv¢oa$ ¥or (, auw I % : 1-ox I-6'+§x7.§ ‘L U‘lMo: ¢ §v»2 beak lg : ‘Z47’; -§><-Q ‘; -. 13.! » M4 Tia‘ (ouW‘ Mull Kg (“WV Vbor) = w<+ n.1+ «. 2*'s~7,l<N *4 §ao =33: X '15 x1.(, = l~‘1"cS l<N Ream : (3-1: +1.3), M4 -. <ZnLwH<N rem); Na“ . . (1-3s»a—g]xo '« §"s~§ H! V Tab‘ leml ‘ca; : ~(H‘§ - "€J{:1L} 4} §<6_§ = 'l‘I! ~‘1l<N Qlfmt hwl {M3 : ‘FM XLL‘. : H0-WE [44 live flak 90' Cbkuwm Ag: 2-0 KS-SS 17$’ lB3c‘s<N u+. m hm tom! 2 lk -'+§v-Q 1. 2 L33 um <6lPMV ma A1 (amé) ‘K / Cdfa] Column L003 93 (all o. ILS3 = Z<>»1(~n%.1 4, ‘s'+.7§ ; 24:55 144 4%
  12. 12. A ‘catcuTcIt? §"C‘ELum» ctr I Roof level ‘ Hrs} Hour 6‘“°“"| <l WW DEM‘ ‘D413 o“1(. ouv«v LL} 5'43 oa<1 ‘er! (alum Cq. ) De“; {Md 0" CAM" (41 Roof Sa3 §la> SW0 : Lox gx 1.51.‘; 1 : S K1433 X 2-1: ‘ = $1 L615 ; <‘g. (, , %~1’+‘>’kI~l ; am; l<r~l z msw Koo‘ hzam EMM [Seam = (: + ms) NH ‘f - (§H. $‘{§)xJ+q ? _ (5:m§)"“"“l : %2<N 1 qm<M 4‘ [MN § Br; kWal Mal Ami oqJ % E“'¢k‘°4l = (§: l-L}r)x1o : %-1‘+§+°l. sn = § x to . _ gg. -+3 (‘N = l1.om<H % = WN ‘ ml U[{, ,, _¢-, MA Tofu‘ Jean‘ hm; _S“td€: : [MA = ‘ = - + -12+“-}§ _' n‘q%K_W > 3043+‘! Hugo t 0‘) W = 2 ‘Y T % UH. ub. da. JlaaA we [Oak 0“ (Am (4) é Ul-Hwurkc Jul ‘anti " MK ><l-'-} 0_“UH), ,(§ § —. smLx. q % = I'H. lH<N ; L». <z'+: <u 1 : '1‘*‘‘>‘<'*‘ 5% Man colmn ca; U‘? wu«’'£ moq. L We W13 on WM“ 6% . " 5 """°f§ x2-o , , wag am, = 3:; -‘>? §*1.o - = «MSW - . ' " ‘ S i 4" - 6? <N we Um; 6“ MW“ my UH'ma’rz [M1 (M4 Iofgl cotuun {ed ‘CL’. (mom ' = [(: ."}§)ll-Q (KM level) ~. 3-: x~5’+§x§. o 1, léxg = 1:~<4+<»’I [ 2o~‘1 («N ml cm. lea; a+, <mJ floor -— 3|-$62 [A13 Tam ive(oac1 = [4q, ".ng‘g 1 ‘ fl‘7‘‘N - 1SqH4q Ufiimarfe lWe‘(oA. ;l : I ‘H —. m<1.%suJo Tom tutu“ hm; 0,, Lq, -— M, -‘ (nu mots} Tofu‘ column {MA U4’ : —SM<§+ Wig + ‘+§‘ql ‘ ‘M How) ; ~ 'S%0&‘1l<N : l1‘s-L6+‘(-6-‘f § # 1 l ‘ = -6 I 92 kn”
  13. 13. CacuaK5j Cohxmvx C3 Roe? e»¢ 1 M Floor Deacl oa< ‘MM couvIV C9, “W1 W“; W‘ WWW" ('3 R“? SW9 SW0 5 X S Xgfgg : X? ‘E RM Yéeawx ' Balm : Mx(§+1r>§) ‘ (5"V"J ""'*‘* ; :1-<s1l<N : L202 I44 (ow gag Loqé %-idc Na“ 2 16-’rk+2~o1 ‘ g *‘° . . 2m; 'r<N. ;: o|<N o+: mb 4.4.4 baa % “M (", ‘‘‘l -. 2¢mx-1+ " “L ‘ . : UHV"“''é W , _ n1.’; x. L‘- LM haul on cowm. C5 1 , H_. LS HI = 0§x §*7>7S§ = %’~1§kN. ”‘; ‘": : ‘°“4 t . _ mas kN : ~ 1 . 1 % ‘W av“ ' Tc/ (a cduun loatl M C5 7': X Hfigxg “ (x-oo(leud g = 2o. mN = I+o~‘I«%+ rue um we m1 = : 10‘q‘S -— Ln-"r H4 u+: m sv< lam! : Ln? -} x(, '— €%. 'S"ckN Tg‘’r4 coluvm loag, ow C3 (FM um) ~ l’«H7—§ -f L23? : 7-_Sq~Sq # Lfve lea} on eolum cg] @. :m.1§)+( sszvsdrcj Km 6V6uM]. Hoar D3401 [M4 on column CZ) Sa> : §X1§S 341% = (»o~K<l Ream = (SH-‘s§) xx-0.4 : n. oz! <H gr(¢t< Wu“ = (: +1.s§)xLo 1 %; :kN ml aullaal v lSS~€$7J<N Ul+: »~fie iul (ml : l§§»%2 xlfif : 7.‘? Live [oat] Oh Louvm (K, ‘S X335: x2 = as H4 UHfvM‘t£ [NC lea} : '$§. §xl-C , §3~Ll<rJ _'. Tuba‘ (alum [W1 M C5 (am! Mr) = 'll§~| ‘(z$’+ §3~(> : 17H-75’ Tglgl column law; on 53 (Au Leuds) = sue +23%‘! 1‘ 1?-H3‘ -. §éS| <i~_#_

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