ࡱ> fheklmnwY SbjbjWW Ÿ==3K]zzzz, P2HHH^" $B6\Q"zzH^_2 z8H^zzzz" kd ^L@& UNIVERSITY OF ZAGREB FACULTY OF MECHANICAL ENGINEERING AND NAVAL ARCHITECTURE DEPARTMENT OF NAVAL ARCHITECTURE AND OFFSHORE ENGINEERING IVANA LU IA 5, 10000 ZAGREB , CROATIA TEL +385 1 6168 222 FAX +385 1 6156940  TECHNICAL REPORT  Title of Report : HULL STRUCTURE ANALYSIS OF BULK CARRIER-PROJECT 972 DOUBLE BOTTOM DESIGN - PARAMETRIC STUDY Report no. : SPT 3-PROJECT 972  Date : July 2000  Client / Sponsor : BRODOSPLIT Shipyard, SPLIT, CROATIA  Work carried out by : Dr Vedran }ani, Dipl.ing.Tomislav Jan ijev, Dipl.ing.Jerolim Andri  Approved by : Dr Vedran }ani TEL +385 1 6168 122 ; E-mail  HYPERLINK mailto:vedran.zanic@fsb.hr vedran.zanic@fsb.hr Dipl.ing.Tomislav Jan ijev  Summary : Parametric study w.r.t. the number and spacing of longitudinals in double bottom structure of bulk carrier-project 972 is performed at the request of the Yard. Botom girder position is changed due to modifications in number of longitudinals between them. Three bottom structure variants supplied by the Yard (PROPOSAL 1, PROPOSAL 2 and PROPOSAL 3) are investigated. 3D FEM MAESTRO model of each variant for the critical structural holds is generated in accordance with ABS recommendations. 3D FEM model has approximately 77 570 DOF and 9340 macro- elements. Four hogging loadcases : LC2, 4, 6 and 8 from ABS Rules are generated using given weight distribution and adjusted to the required bending moment distribution. This report describes results (stresses and adequacy parameters) obtained after completing analysis for specified loadcases for all three structural variants. Results enabling selection of optimal structural layout for double bottom are given. Key words : Bulk carrier, finite elements, MAESTRO modeling, parametric study of double bottom CONTENTS PAGE 1. SCOPE OF THE PARAMETRIC STUDY 1 - 1 2. RESULTS OF THE PARAMETRIC STUDY 2 - 1 3. CONCLUSIONS 3 - 1 APPENDIX A: FIGURES TABLES DIAGRAMS APPENDIX B: STRUCTURAL EVALUATION; SUMMARY OF FAILURE TYPES FIGURE DESCRIPTION FIGURE NO. GENERAL 3-D View of Undeformed Full F.E.M Model - Prototype 1 3-D View of Undeformed Half F.E.M Model - 2 Midship Section Geometry 3 Sketch of 3 type of double bottom topology 4 PROPOSAL -1 RESULTS: 3-D Plot of (x Stresses of Stiffened Panels for LC2-bottom structure /middle hold 5 3-D Plot of (x Stresses of Stiffened Panels for LC4-bottom structure /middle hold 6 3-D Plot of (x Stresses of Stiffened Panels for LC6-bottom structure /middle hold 7 3-D Plot of (x Stresses of Stiffened Panels for LC8-bottom structure /middle hold 8 3-D Plot of (y Stresses of Stiffened Panels for LC2-bottom structure /middle hold 9 3-D Plot of (y Stresses of Stiffened Panels for LC4-bottom structure /middle hold 10 3-D Plot of (y Stresses of Stiffened Panels for LC6-bottom structure /middle hold 11 3-D Plot of (y Stresses of Stiffened Panels for LC8-bottom structure /middle hold 12 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view under D0 13 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view above D1 14 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view without D1 15 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC2 16 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC2 17 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC2 18 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC2 19 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC4 20 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC4 21 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC4 22 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC4 23 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC6 24 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC6 25 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC6 26 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC6 27 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC8 28 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC8 29 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC8 30 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC8 31 PROPOSAL - 2 RESULTS: 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view under D0 32 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view above D1 33 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view without D1 34 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC2 35 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC2 36 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC2 37 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC2 38 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC4 39 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC4 40 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC4 41 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC4 42 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC6 43 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC6 44 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC6 45 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC6 46 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC8 47 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC8 48 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC8 49 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC8 50 PROPOSAL - 3 RESULTS: 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view under D0 51 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view above D1 52 3-D Plot of Worst Normalized Safety Factors on Stiffened Panels for all loadcases- view without D1 53 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC2 54 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC2 55 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC2 56 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC2 57 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC4 58 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC4 59 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC4 60 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC4 61 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC6 62 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC6 63 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC6 64 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC6 65 3-D Plot of PCSF Normalized Safety Factors on Stiffened Panels for LC8 66 3-D Plot of PYCF Normalized Safety Factors on Stiffened Panels for LC8 67 3-D Plot of PFLB Normalized Safety Factors on Stiffened Panels for LC8 68 3-D Plot of PCCB Normalized Safety Factors on Stiffened Panels for LC8 69 TABLES TABLE 1: Load case description TABLE 2: Adequacy parameter values for PROPOSAL 1 TABLE 3: Adequacy parameter values for PROPOSAL 2 TABLE 4: Adequacy parameter values for PROPOSAL 3 TABLE 5: Parametric study of safety factors in botttom plating strakes (strakes no.1 ,2, 3, 4-see Fig 3) TABLE 6: Parametric study of safety factors in all double botttom plating strakes TABLE 7: Constraint per range interval TABLE 8: Summary of decision making data DIAGRAMS Diagram 1: Comparison of bottom plating strakes Diagram 2: Comparison of all strakes in double bottom structure Diagram 3 : Histogram of normalized safety factors for all strakes of double bottom structure 1. SCOPE OF THE PARAMETRIC STUDY 1.1 GENERAL Ship detailed description is given in the previous Report SPT 2-PROJECT 972 General 3-D view of 3-Hold FEM model is given in Figs. 1 and 2. Midship section geometry with strake numbering is given in Fig. 3 Three bottom structure variants supplied by the Yard (PROPOSAL 1, PROPOSAL 2 and PROPOSAL 3) are presented in Fig.4 based on Yard fax of 14.07.2000. Objective of the study is to investigate optimal layout of stiffeners and girder position in double bottom based primarily on buckling criteria. Proposals are based on PROTOTYPE dimensions from Report SPT 2-PROJECT 972 but four bottom plating strakes are given common plate thickness of 20 mm instead of 15 mm due to buckling recorded on PROTOTYPE. All thickness is taken without corrosion addition with respect to any response and safety analysis. Four hogging loadcases : LC2, 4, 6 and 8 from ABS Rules are generated using given weight distribution and adjusted to the required bending moment distribution.They are summarized in the Table 1. 2. RESULTS OF THE PARAMETRIC STUDY 3D FEM MAESTRO model of each variant for the critical structural holds is generated in accordance with ABS recommendations. 3D FEM model has approximately 77 570 DOF and 9340 macro- elements. Obtained stresses for specified loadcases for double bottom strakes of PROPOSAL 1 are given in Figs 5 - 12. Structural adequacy is checked using library of failure criteria in-built in MAESTRO. For the purpose of the presentation of results the strength ratio R is defined as follows: R(X) = Q(X) /QL(X) where X is vector of current values of structural parameters including scantlings, Q( ) is load effect and QL( ) is its limit value for particular failure mode. 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CONTINUED....TABLE 1TABLE 2TABLE 3TABLE 4pkkFRpkFRAneg=xNEG=xPOS=Apos=A.I =NnegNposNtotPROP 1PROP 2PROP 3RANGECONSTRAINT AREA CHAR.A negA posA totx-centroid of A negx-centroid of A pos No of neg. constr Relative Adequacy IndexPreference (suggestion)N CONSTRAINTS PER RANGE INTERVAL+ SUMMARY OF DECISION MAKING DATAZ "DbȢnN#E `˹H0R]b|p0VbȚȚ0qrLbnNe(Н0њ쉚 @b@b쉚tbȚ BBazp0NbbNM2 MMhS0Pbt00wBwB  I  dMbP?_*+%MPEPSON Stylus COLOR 600Pz 4dhhB EPSON Stylus COLOR 600LPT1:" d??U} m } $ } I e+[ث bJb Jbbbbbb     C b 0bbbCl  b T0.LC.O.V.LNoNEGGFPROP 1 HKSMC.O.V.LNoNEG G FPROP 2  HKS C.O.V.NoNEG]PROP 3 ]P vp?~ PH@SAneg=S#""""" @SxNEG=QMo!`ĿSvh?~ PH@ vAneg= S#""""" @ SxNEG= QAAĿ SvӍQp?~ QH@]Aneg=~ ] r@]xNEG=DɮMĿPd;O޿ PMINSApos=S#""""1@SxPOS=QwmA?SvK7A`ݿ PMIN IApos= yEDDDDD2@ yxPOS= kgR? SICl RMIN`Apos=~ `@`xPOS=AV?FBIN-ARR FFREQ Hp Hk HkFR KpkFRSGBIN-ARR FFREQ  Gp  Hk  HkFR  pkFR SJBIN-ARR RFREQ bp ]k ]kFR pkFR*PPSS?SQS*vP?  S*LOb]?]*VT?T?TV*vVPV?V?TQ  S*PVQc?\?\*TT@T@TT*vTPT@T@TQ  S*PTQc@\@\*QT@T?TV*vQPV@V?TQ  S*PQQc@\?\* NT@T@T T* vNPT@T@TQ  S* PNQ?c@\@\@ @* IT@T?T V* vIPV@V?TQ  S* PIQ@c@\?\@$@* D@T@T@T@8@ T* vDP@T@T@T@QB@  S* PDQc@\@\* >@T@T?T@E@ V* v>P?V@V?T?Q@  S* P>Q@c@\?\@5@* 4@T @T@T,@\@ T* v4P$@T @T@T4@Qd@  S* P4Q@c @\@\,@\@*$0@T"@T?T0@b@T*v$P$@V"@V?T$@QV@  S*P$Q$@c"@\?\$@V@*2@T$@T?T"@V@T*vP8@T$@T?T(@Q^@  S*PQ9@d$@`?`)@@_@ wNneguH@{H@uy@TvP?  Nneg H@{H@Ky@  SPQ@ DNnegDI@cE@v@*??TT?T?T*v?PTT?TQ  S*P?Qb]?]*$@(@T?T?T(@(@T*v$@P @V?V?T @Q @  S*P$@Q$@c?\?\$@$@*4@1@T@T@TA@Q@T*v4@P4@T@T@TD@QT@  S*P4@Q5@c@\@\E@U@*>@8@T@T?T8@R@T*v>@P6@V@V?T6@QP@  S*P>@Q4@c@\?\4@N@*D@*@T@T@T:@Z@T*vD@P0@T@T@T@@Q`@  S*PD@Q,@c@\@\<@\@*?8@T@T?T8@^@V*v?P6@V@V?T6@Q[@  S*P?Q8@c@\?\8@^@*N@?@T@T@TO@@w@T*vN@P@@T@T@TP@Qx@  S*PN@Q6@c@\@\F@p@*Q@0@T@T?T0@\@V*vQ@P2@V@V?T2@Q_@  S*PQ@Q6@c@\?\6@@c@*T@"@T @T@T2@b@T*vT@P&@T @T@T6@Qf@  S*PT@Q$@c @\@\4@d@*V@@T"@T?T@K@V*vV@P@V"@V?T@QB@  S*PV@Q@c"@\?\@O@*Y@U@T$@T?TE@@z@T*vY@PU@T$@T?TE@Q@z@  S*PY@Q@U@d$@`?`@E@z@~  wNposum@{p@@ Vv~ P  Npos m@{ q@K@  SJ~ Q $Npos%`m@$8p@@ Ntot~ q@wA.I =u)jz? T GNtot~ Kq@ wA.I = uv2@%?  RS  dNtot~ q@$A.I =g? `a0TTTTTVVTTVVTSS0TTTTTTTTTTTTSSDl2HN:4 +[؋!"b#b$b%b&bb'bb()*+,-C./0b10234bb5b67C8l9:;<=b>T0?0 TTTTTTTTTVVTSS0!TTTTTTTTTTTTSS0"TTTTTTVTTVVTSS0#TTTTTTTTTTTTSS0$TTTTTTVTTVVTSS0%TTTTTTTTTTTTSS0&TTTTTTVTTVVTSS0'TTTTTTTTTTTTSS0(TTTTTTTTTVVTSS0)TTTTTTTTTTTTSS0*TTTTTTTTTVVTSS0+TTTTTTTTTTTTSS0,TTTTTTTTTVVTSS0-TTTTTTTTTTTTSS0.TTTTTTTTTVVTSS0/TTTTTTTTTTTTSS,0TTTTTVVTTVVTSS,1TTTTTTTTTTTTSS,2TTTTTVVTTVVTSS,3TTTTTTTTTTTTSS,4TTTTTVVTTVVTSS,5TTTTTTTTTTTTSS,6TTTTTVVTTVVTSS,7TTTTTTTTTTTTSS,8TTTTTVVTTVVTSS,9TTTTTTTTTTTTTT,:,;,<,=,>,?Dl4444444444444444000000000000000@+[؋ABbCbGbH,bI,bbJ;bb K; L,M,N,O,P,CQ,R,S;b T;0 U,V,W,bbX,bY,Z,C[,l\; ],^,_,$@$A$B$C$GSSSSSS$HIWIN CONSTRAINTS PER RANGE INTERVALI4I+ SUMMARY OF DECISION MAKING DATAI$JKKRANGEKPROP 1KPROP 2KPROP 3KKCONSTRAINT AREA CHAR.K K PROP 1K PROP 2K PROP 3KLL LLA neg L L #""""" @L #""""" @~ L  r@LMMV MMA pos M M #""""1@M EDDDDD2@~ M @MNNT NNA tot N !N gffff4@ DL DM !N 5@N DL DM !N 3333334@N DL DM NOOQ OOx-centroid of A neg O O Mo!`ĿO AAĿO DɮMĿOPPN? PPx-centroid of A pos P P wmA?P kgR?P AV?PQQI@Q Q No of neg. constrQ Q H@H@H@ QRRD@@ RRMIN g R R d;O޿R K7A`ݿR ClRSS>@?@S"S Relative Adequacy IndexS S )jz?S v2@%?S g?STT4@$@@T TPreference (suggestion)TX T @?@ TUU$0@$@$@UVV2@8@9@VWW?@WXX??XYY$@(@ @$@YZZ4@1@4@5@Z[[>@8@6@4@[\\D@*@0@,@\]]?8@6@8@]^^N@?@@@6@^__Q@0@2@6@_> 0(((((((JJJJJJJJJJ`,+[؋a,b;b c;b d;b``T@"@&@$@2`aaV@@@@2aTDTTTSSTDTSS\\\D\\DDDbbY@U@U@@U@2bDDDDDDDDDDDDc cNtotcq@q@q@2cSSSSSDSSSSDSSSSS\D\DD<dDSSSSDSSSSDSUSDS\D\DD7Pbbbm8(  8v 8 <NMM?0 C]`4D  I"4D??3` &R*` &R+` %p0` %p13d23 M NM4 3Q PROP 1Q ;Q ;Q3_  MM  0MN4E4 3Q PROP 2Q ;Q ;Q3_  MM  0MN4E4 3Q PROP 3Q ;Q ;Q3_  MM  0MN4E4D$% M 3O&+Q4$% M 3O&*Q4FA l 3O? P 3*#M! M! M43*#M! M4% xM3OA&1Q  g - RANGE'4% 8MZ3Ow&1Q &NO. CRIT IN RANGE'4523  NM43d"  3O % M3OQ4444% OiM03O(&0Q @HISTOGRAM OF NORM.SAF.FACTOR g'44eee 88>@KKT  Sheet1114 I  dMbP?_*+%MPEPSON Stylus COLOR 600Pz 4dhhB EPSON Stylus COLOR 600LPT1:" K??U} I NhT0wb b  b  b  b    b bb {b;;Cb{z0n[ePARAMETRIC STUDY OF SAFETY FACTORS IN BOTTOM PLATING STRAKES IN CENTRAL HOLD FOR LC 2, 4, 6 AND 8 *[[[[[[[[[[[[[TABLE 4*# %PCSF %PCCB %PCMY %PCSB %PYTF %PYTP %PYCF %PYCP %PSPBT %PSPBL  %PFLB #TOTAL ]NoNEG^MIN g]Rel.A.I. ^SN -MIN g?MbX~ ??n??x&?~ ?G@?!rh??ʡE?y&1? ????  ?sh|?տ  'VAR1~  e(@fsh|?տe.?gzI2  PMEAN~ \\`"?\㥛 ?\d;O?\tV?\K?\㥛 \X9v? \?\?\ʿ  -B ? c\c_PSTDEV\](l?\щ9vV?\V6>?\0?0 TTTTTTTTTTTTSSSS0!TTTTTTVTTVVTSSSS0"TTTTTTTTTTTTSSSS0#TTTTTTTTTVVTSSSS0$TTTTTTTTTTTTSSSS0%TTTTTTTTTVVTSSSS0&TTTTTTTTTTTTSSSS0'TTTTTTTTTVVTSSSS0(TTTTTTTTTTTTSSSS0)TTTTTTTTTVVTSSSS0*TTTTTTTTTTTTSSSS0+TTTTTVVTTVVTSSSS0,TTTTTTTTTTTTSSSS0-TTTTTVVTTVVTSSSS0.TTTTTTTTTTTTSSSS0/TTTTTVVTTVVTSSSS,0TTTTTTTTTTTTSSSS,1TTTTTVVTTVVTSSSS,2TTTTTTTTTTTTSSSS,3TTTTTVVTTVVTSSSS,4TTTTTTTTTTTTSSSS,5TTTTTTTTTVVTSSSS,6TTTTTTTTTTTTSSSS,7TTTTTTVTTVVTSSSS,8TTTTTTTTTTTTSSSS,9TTTTTTVTTVVTSSSS,:TTTTTTTTTTTTSSSS,;TTTTTTVTTVVTSSSS,<TTTTTTTTTTTTSSSS,=TTTTTTTTTVVTSSSS,>TTTTTTTTTTTTSSSS,?TTTTTTTTTVVTSSSSDl4444444444444444000000000000000@T0AbBbCDbEFGbHbIJKbLbM&@TTTTTTTTTTTTSSSS&ATTTTTTTTTVVTSSSS&BTTTTTTTTTTTTSSSS&CTTTTTTTTTVVTSSSS&DTTTTTTTTTTTTSSSS&ETTTTTVVTTVVTSSSS&FTTTTTTTTTTTTSSSS&GTTTTTVVTTVVTSSSS&HTTTTTTTTTTTTSSSS&ITTTTTVVTTVVTSSSS&JTTTTTTTTTTTTSSSS&KTTTTTVVTTVVTSSSS&LTTTTTTTTTTTTSSSS&MTTTTTVVTTVVTSSSS d*************$(  $v $ <NMM? ,]`\  IMPEPSON Stylus COLOR 600Pz 4dhhB EPSON Stylus COLOR 600LPT1:" d??3` %H#` 8)$` &R%` &R&` 09)S3d#/23 M NM4  3Q MEAN 1Q ; Q ; Q3_4E4  3Q MEAN 2Q ;  Q ; Q3_4E4  3Q MEAN 3Q ; Q ; Q3_4E4  3Q MINg 1Q ; Q ; Q 3_ # NM  --4E4  3Q MINg 2Q ;  Q ; Q3_ 3 NM  ̙̙ //4E4  3Q MING 3Q ;  Q ; Q3_  NM  331143_  NM  33114 3_  NM  33114E4D$% M 3O&&Q4$% M 3O&%Q4FASQ 3O8 3 b#M! M43*#M! M4% 2 M3O>&#Q CRITERIA'4% &xMZ3O&$Q &NORM.SAF.FACTOR g'4523  NM43"  '3O &R% M3O&"Q423 M NM4444% T|!M03O &)Q <COMPARISON OF BOTTOM STRAKES'44 eee >@2444 Sheet11121 I  dMbP?_*+%MPEPSON Stylus COLOR 600Pz 4dhhB EPSON Stylus COLOR 600LPT1:" K??U} I NhT0wb b  T0  b  b    b bb {b;;Cb{z0l[cPARAMETRIC STUDY OF SAFETY FACTORS IN DOUBLE BOTTOM STRAKES IN CENTRAL HOLD FOR LC 2, 4, 6 AND 8 *[[[[[[[[[[[[[TABLE 4*# %PCSF %PCCB %PCMY %PCSB %PYTF %PYTP %PYCF %PYCP %PSPBT %PSPBL  %PFLB #TOTAL ]NoNEG^MIN g]Rel.A.I. ^SN -MIN g?S㥛Կ~ ?+?X9v??x&?~ ?G@?!rh??ʡE?y&1? ????  ?d;O޿  &VAR1~  f0@gd;O޿f}7?gJ7?  PMEAN\eœF@?\2ط*?\",a?\sE/?\?\ߔ?\^+?\dis? \?\?  \8XPұ 0i80? \_\_PSTDEV\C( ?\-8#6?\kz|y/?\Mӝg*?\s_?\b`}?\yKG ?\8@? \\  \6M[>v? 0+V? \_\_JC.O.V.`ͻ@`)W1?`V ?`ARt?`+?`QR(e'?`#̎#F?`5]? ``  `]q 0 vp? \_\_ .MIN g +Fxѿ~ +% +Zd;O? +MbX? +}?5^I? +V-? ++η +'@+?+?  +K7A`ݿ nVAR 2~ +0@ ,K7A`ݿ +.袋? ,?  PMEAN \RB{? \F>? \y̵? \X,? \kw? \k7? \ W"? \Gk]G? \?\?  \JƩ 1J? \_\_ PSTDEV \qN? \ -4? \cՀ? \&,:? \Vkֺ? \v+? \̈́[? \[#g}E? \\  \΀4? 1Cz? \_\_ JC.O.V. `FN@ `5 da? `"kWT? `y۶? `P ? `QA? `0W X? `E? ``  `', 3h? `a`a BMIN h rؿ hxƿ hI +?~ h#@ hx&1? hCl? hEԸ hy&1? h?h?  hCl <VAR 3~ j0@ kCl j.袋? knA9?  PMEAN\ڴ$bl?\ܚQ2?\0os?\6?\7Λ>?\#eu?\Y6i?\ ǐ? \?\?  \< m/Z? \_\_PSTDEV\x`r?\hk?\p6R?\K`?\Cbv?\ D#?\X ?\ى? \\  \ze5? mo|? \_\_JC.O.V.`js˻@`lK?`S?`[{y`?`nXEx?`'?`"/1?`@? ``  `2ד9 ӍQp? `a`a000000SSSSSSSSSSSSSSTT0SSSSSSSSSSSSSSSS0SSSSSSSSSSSSUSSS0SSSSSSSSSSSSUSSS0SSSSSSSSSSSSSSSS0TTTTTTVTTVVTSSSS0TTTTTTTTTTTTSSSS0TTTTTTVTTVVTSSSS0TTTTTTTTTTTTSSSS0TTTTTTVTTVVTSSSS@dDB/%(44444444444444 T0!b"b#$T0%&'b(b)*+b,b-.b/012{345b67C8b9{:;z0<=>0?0 TTTTTTTTTTTTSSSS0!TTTTTTVTTVVTSSSS0"TTTTTTTTTTTTSSSS0#TTTTTTTTTVVTSSSS0$TTTTTTTTTTTTSSSS0%TTTTTTTTTVVTSSSS0&TTTTTTTTTTTTSSSS0'TTTTTTTTTVVTSSSS0(TTTTTTTTTTTTSSSS0)TTTTTTTTTVVTSSSS0*TTTTTTTTTTTTSSSS0+TTTTTVVTTVVTSSSS0,TTTTTTTTTTTTSSSS0-TTTTTVVTTVVTSSSS0.TTTTTTTTTTTTSSSS0/TTTTTVVTTVVTSSSS,0TTTTTTTTTTTTSSSS,1TTTTTVVTTVVTSSSS,2TTTTTTTTTTTTSSSS,3TTTTTVVTTVVTSSSS,4TTTTTTTTTTTTSSSS,5TTTTTTTTTVVTSSSS,6TTTTTTTTTTTTSSSS,7TTTTTTVTTVVTSSSS,8TTTTTTTTTTTTSSSS,9TTTTTTVTTVVTSSSS,:TTTTTTTTTTTTSSSS,;TTTTTTVTTVVTSSSS,<TTTTTTTTTTTTSSSS,=TTTTTTTTTVVTSSSS,>TTTTTTTTTTTTSSSS,?TTTTTTTTTVVTSSSSDl4444444444444444000000000000000@T0AbBbCDT0EFGbHbIJKbLbM&@TTTTTTTTTTTTSSSS&ATTTTTTTTTVVTSSSS&BTTTTTTTTTTTTSSSS&CTTTTTTTTTVVTSSSS&DTTTTTTTTTTTTSSSS&ETTTTTVVTTVVTSSSS&FTTTTTTTTTTTTSSSS&GTTTTTVVTTVVTSSSS&HTTTTTTTTTTTTSSSS&ITTTTTVVTTVVTSSSS&JTTTTTTTTTTTTSSSS&KTTTTTVVTTVVTSSSS&LTTTTTTTTTTTTSSSS&MTTTTTVVTTVVTSSSS d*************  (   v  <NMM? ,]`  IMPEPSON Stylus COLOR 600Pz 4dhhB EPSON Stylus COLOR 600LPT1:" d??3` %H` &R` &R ` 8)'` l9@(S3d#/23 M NM4  3Q MEAN 1Q ; Q ; Q3_4E4  3Q MEAN 2Q ;  Q ; Q3_4E4  3Q MEAN 3Q ; Q ; Q3_4E4  3Q MINg 1Q ; Q ; Q 3_ # NM  --4E4  3Q MINg 2Q ;  Q ; Q3_ 3 NM  ̙̙ //4E4  3Q MING 3Q ;  Q ; Q3_  NM  331143_  NM  33114 3_  NM  33114E4D$% M 3O& Q4$% M 3O&Q4FAS*Q 0 3O = 3 b#M! 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