9294-aa-cs-a01002-is01 blast design

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  • 7/26/2019 9294-AA-CS-A01002-IS01 Blast design

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet 1 of 130 Rev 01

    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR

    SUPERSTRUCTURE

    01 ISSUED FOR REVEIW RDH DKB CSK 10.09.10

    Rev. Desc!"t!o# $e"%e& Chec'e& A""ove& D%te

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet ( of 130 Rev 01

    LIST OF CONTENTS

    1. SCOPE & INTRODUCTION..............................................................................................3

    1.1. SCO$E....................................................................................................................................31.(. INTRODUCTION........................................................................................................................3

    2. REFERENCE DOCUMENTS.............................................................................................5

    (.1. CODES) STANDARDS* S$ECIFICATIONS....................................................................................+

    (.(. DRAWIN,S..............................................................................................................................+

    3. MATERIALS OF CONSTRUCTION................................................................................6

    4. DESIGN CRITERIA............................................................................................................6

    5. LOADS..................................................................................................................................6

    +.1. DEAD-OADD-/......................................................................................................................+.(. B-AST -OADB-/....................................................................................................................+.3. -IVE-OAD--/........................................................................................................................+.2. WIND-OADW-/......................................................................................................................+.+. EARTHUAKE -OADE-/.........................................................................................................

    +.. TE4$ERATURE -OADT-/........................................................................................................6. LOAD COMBINATIONS....................................................................................................7

    .1. STAAD,RA$HICS...................................................................................................................10.(. STAADIN$UT.........................................................................................................................10

    7. DESIGN OF RCC WALL..................................................................................................69

    .1. STRESSCONTOURSOF$ERI$HERA-RCCWA--S.....................................................................9.(. WA--$ORTIONE5C-UDIN,O$ENIN,$ORTION* CORNERSTRI$..............................................+.3. WA--$ORTIONAROUNDCUTOUTSFORO$ENIN,S.................................................................6(.2. WA--$ORTIONATCORNERSTRI$...........................................................................................91.+. BEARIN,CHECKFORWA--AT BEA4 WA--7UNCTION............................................................9+

    8. DESIGN OF SLAB.............................................................................................................96

    6.1. INTER4EDIATES-AB$ORTIONE5C-UDIN,CORNERSTRI$........................................................96.(. CORNERS-AB$ORTION.......................................................................................................10+

    9. DESIGN OF COLUMNS.................................................................................................111

    10. DESIGN OF BEAMS.......................................................................................................115

    11. SUMMAR.......................................................................................................................128

    12. ANNE!URE......................................................................................................................130

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet 3 of 130 Rev 01

    1. SCOPE & INTRODUCTION

    1.1. SCOPE

    The scope of this calculation report is to show assumptions, checks & verifications carried

    out for the sizing and design of roof slab, beams, superstructure columns & walls for the

    blast proof Control Room Building to be constructed within Amonia Plant eedstock Change

    !ver Pro"ect for #ational ertilizers $imited at #angal, Pun"ab%

    1.2. INTRODUCTION

    The Control Room Building is reinforced concrete Bo'(shaped) building% Building islocated on the south side of main process area% raming arrangement of building consists of

    peripheral shear walls to resist horizontal load in addition to vertical load from roof%

    *ntrance doors of the building are protected b+ means of baffle walls with overhead

    slab arrangement%

    The Control Room Building has plan dimensions of -%./m ' -%-0m% The building

    is single storied having slab at 12-%122 3T!C4 level% 5lab is spanned between main &

    secondar+ beams%

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet 2 of 130 Rev 01

    Roof la+out is as shown below 6(

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet + of 130 Rev 01

    2. REFERENCE DOCUMENTS

    2.1. CODES" STANDARDS& SPECIFICATIONS

    .7./(A8(59(227 : *ngineering ;esign Basis Civil & 5tructural

    5afet+ 9uide 59(77 for 5iting and Construction of #ew Control ashington ;%C,?5%A,

    1.@

    5 /..161.- : Criteria for Blast Resistant ;esign of 5tructures for *'plosions above

    9round%

    5 /0-67222 : Plain and Reinforced Concrete : Code of Practice%

    5P 1-61.2 ;esign Aids for Reinforced Concrete to 5 /0-

    5 1.3Part 1467227 : Criteria for *arthuake Resistant ;esign of 5tructures%

    5 1.7261.. : ;uctile ;etailing of Reinforced Concrete 5tructures 5ub"ected to 5eismic

    orces : Code of Practice%

    5 @061.@ Part : Code of Practice for ;esign $oads 3!ther Than *arthuake4 for

    Buildings & 5tructures%3>ind $oads4

    .7./(AA(C5(A21221 ( Control Room Building oundation Calculation Report

    2.2. DRAWINGS

    .7./(88(;9(221221 6 9eneral $a+out

    .7./(A>(;A(A212216 Architectural Plan at D121%222 $

    .7./(A>(;A(A212276 Architectural Plan at D12-%122 T!C 3$P4

    .7./(A>(;A(A21226 Control Room Building 5ections

    .7./(A>(;A(A2122/6 Control Room Building *levations

    .7./(A>(;A(A212206 Control Room Building 5tandard ;etails

    .7./(A>(;A(A2122-6 Control Room Building looring $a+out Plan & ;eatils

    .7./(A>(;A(A2122@6 Control Room Building Reflected alse Ceiling Plan

    .7./(A>(;A(A21226 Control Room Building *levation & nternal >all inishes

    .7./(A>(;A(A2122.6 Control Room Building ;oors 5chedule

    .7./(A>(;A(A212126 Control Room Building Toilet ;etails

    .7./(A>(;A(A212116 Control Room Building ence ;etails

    .7./(AA(;C(A21211 6 Reinforcement ;etails of 5uperstructure Columns

    .7./(AA(;C(A21217 6 ormwork ;etails of Roof 5lab

    .7./(AA(;C(A2121 6 Reinforcement ;etails of Roof 5lab

    .7./(AA(;C(A2121/E10 6 Reinforcement ;etails of Roof Beams

    .7./(AA(;C(A2121-E1@6 Bar Bending 5chedule for Roof 5lab, Beams & Columns .7./(AA(;C(A2121E1.E72 6 Reinforcement ;etails of >alls

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet of 130 Rev 01

    .7./(AA(;C(A21271E77 6 Bar Bending 5chedule of >all

    3. MATERIALS OF CONSTRUCTION

    The grade of reinforced cement concrete to be used for foundations & superstructure shall be

    =70%

    Reinforcement bars shall be ind loads and earthuake loads for =C* condition are considered apart from blast load%

    Blast loads are not combined with wind or earthuake as per provision of 5 /..161.-%

    n general roof beams are designed as F5ingl+ ReinforcedG beam, but some of the beams are

    designed as F;oubl+ ReinforcedG beams to optimise their depth% urther the secondar+

    beams shall be considered as continuous over the main frame beams%

    >alls & roof slab are designed in e'celEmathcad b+ taking plate stress results from staad%

    Roof beams are designed in e'cel b+ taking design moments & shear of beams from staad

    anal+sis%

    ;esign of columns is directl+ performed using staad%

    5. LOADS

    Harious load used for the design of control room building are given below 6(

    5.1. DEADLOAD#DL$

    This includes the self wt% of structure, wt% of RC roof slab, wt% of finishing & wt% of RC parapet

    wall% The self weight of the structure is accounted in the 5*$>*9

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet of 130 Rev 01

    5.2. BLAST LOAD#BL$

    As per the design basis the structure is designed to withstand a static euivalent pressure of

    P5 i%e% 72%-/ k#Em7%

    5.3. LI%ELOAD#LL$

    Roof slab is designed for for 102kgEm7 as per 5 @0 Part % 3Roof accessible4

    5.4. WINDLOAD#WL$

    >ind load is calculated as per 5 @0 Part for closed structure%

    5.5. EART'UA(E LOAD#EL$

    *arthuake load is calculated as per 5 1.67227 for the zone H categor+ for =C* condition%

    5.6. TEMPERATURE LOAD#TL$

    As the building length in all directions is less than /0m, temperature load is not considered as

    per the provision of 5 /0- Cl% 1.%0%1

    6. LOAD COMBINATIONS

    Primar+ loads are as follows 6(

    $!A; 1 ;*A; $!A; 3;$4

    $!A; 7 $H* $!A; 3$$4

    $!A; B$A5T $!A; B$3D84 !# 5;*5

    $!A; / B$A5T $!A; B$3DI4 !# 5;*5

    $!A; 0 B$A5T $!A; 3B$R4 !# R!! 3PR*55?R*4

    $!A; - B$A5T $!A; 3B$514 !# R!! 35?CT!# 14

    $!A; @ B$A5T $!A; 3B$574 !# R!! 35?CT!# 74

    $!A; >#; $!A; >83D4

    $!A; . >#; $!A; >83(4

    $!A; 12 >#; $!A; >I3D4

    $!A; 11 >#; $!A; >I3(4

    $!A; 17 5*5=C $!A; 58

    $!A; 1 5*5=C $!A; 5I

    $!A; 1/ B$A5T $!A; B$3(84 !# 5;*5

    $!A; 10 B$A5T $!A; B$3(I4 !# 5;*5

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet 6 of 130 Rev 01

    As per Clause% 11%2 of 56 /..1(1.-, F>ind or earthuake forces shall not be assumed to

    occur simultaneousl+ with blast effects% *ffects of temperature and shrinkage shall be

    neglected% urther no live load shall be considered on the roof at the time of blast%G

    The following load combinations shall be used for design of columns, walls, roof slab &

    beams%

    5trength ;esign $oad Combinations 6(

    $!A; C!=B 722 ;$D$$

    1 1%0 7 1%0

    $!A; C!=B 721 ;$DB$R

    1 1%2 0 1%2

    $!A; C!=B 727 ;$DB$3D48

    1 1%2 1%2

    $!A; C!=B 72 ;$DB$3(48

    1 1%2 1/ 1%2

    $!A; C!=B 72/ ;$DB$3(4I

    1 1%2 10 1%2

    $!A; C!=B 720 ;$DB$3D4I

    1 1%2 / 1%2

    $!A; C!=B 72- ;$DB$3D48 D B$R

    1 1%2 1%2 0 1%2

    $!A; C!=B 72@ ;$DB$3(48 D B$R

    1 1%2 1/ 1%2 0 1%2

    $!A; C!=B 72 ;$DB$3(4I D B$R

    1 1%2 10 1%2 0 1%2

    $!A; C!=B 72. ;$DB$3D4I D B$R1 1%2 / 1%2 0 1%2

    $!A; C!=B 712 ;$DB$51

    1 1%2 - 1%2

    $!A; C!=B 711 ;$DB$3D48 D B$51

    1 1%2 1%2 - 1%2

    $!A; C!=B 717 ;$DB$3(48 D B$51

    1 1%2 1/ 1%2 - 1%2

    $!A; C!=B 71 ;$DB$3(4I D B$51

    1 1%2 10 1%2 - 1%2

    $!A; C!=B 71/ ;$DB$3D4I D B$51

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet 9 of 130 Rev 01

    1 1%2 / 1%2 - 1%2

    $!A; C!=B 710 ;$D>83D4

    1 1%0 1%0

    $!A; C!=B 71- ;$D>83(4

    1 1%0 . 1%0

    $!A; C!=B 71@ ;$D>I3D4

    1 1%0 12 1%0

    $!A; C!=B 71 ;$D>I3(4

    1 1%0 11 1%0$!A; C!=B 71. ;$D$$D>83D4

    1 1%7 7 1%7 1%7

    $!A; C!=B 772 ;$D$$D>83(4

    1 1%7 7 1%7 . 1%7

    $!A; C!=B 771 ;$D$$D>I3D4

    1 1%7 7 1%7 12 1%7

    $!A; C!=B 777 ;$D$$D>I3(4

    1 1%7 7 1%7 11 1%7

    $!A; C!=B 77 ;$D583D4

    1 1%2 17 1%2

    $!A; C!=B 77/ ;$D583(4

    1 1%2 17 (1%2

    $!A; C!=B 770 ;$D5I3D4

    1 1%2 1 1%2

    $!A; C!=B 77- ;$D5I3(4

    1 1%2 1 (1%2

    $!A; C!=B 71 ;$DB$57

    1 1%2 @ 1%2

    $!A; C!=B 77 ;$DB$3D48 D B$57

    1 1%2 1%2 @ 1%2

    $!A; C!=B 7 ;$DB$3(48 D B$57

    1 1%2 1/ 1%2 @ 1%2

    $!A; C!=B 7/ ;$DB$3(4I D B$57

    1 1%2 10 1%2 @ 1%2

    $!A; C!=B 70 ;$DB$3D4I D B$57

    1 1%2 / 1%2 @ 1%2

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet 10 of 130 Rev 01

    6.1. STAADGRAPICS

    6.2. STAADINPUT

    STAAD SPACESTART JOB INFORMATIONENGINEER DATE 30-Aug-10JOB NAME 9294_Nangal

    JOB NO 9294ENGINEER NAME RDHCHECER NAME DBEND JOB INFORMATIONINP!T "IDTH #9!NIT METER NJOINT COORDINATES4199 $%& ' 3( 421' 1# ' 3( 423' 2# ' 3( 4'31 $%& ' '( 4'4$ 1# ' '( 4''$ 2# ' '(&0'3 $%& ' 9( &0$0 1# ' 9( &100 2# ' 9( &49& $%& ' 12( &&12 1# ' 12(&&32 2# ' 12( &92# $%& ' 1&( &944 1# ' 1&( &9'4 2# ' 1&( '3&9 $%& ' 1$('3#' 1# ' 1$( '39' 2# ' 1$( '#91 $%& ' 21( '$0$ 1# ' 21( '$2$ 2# ' 21(#223 $%& ' 24( #240 1# ' 24( #2'0 2# ' 24( #'&& $%& ' 2#( #'#2 1# ' 2#(#'92 2# ' 2#( $001 0 ' 3#( $002 0 0 3#( $00& 0%$& 0 3#( $00' 0%$& ' 3#($00# 0%$& 0 0( $00$ 0%$& ' 0( $009 1%# 0 3#( $010 1%# ' 3#( $011 1%# 0 0($012 1%# ' 0( $013 2%&& 0 3#( $014 2%&& ' 3#( $01& 2%&& 0 0( $01' 2%&& ' 0($01# 3%4 0 3#( $01$ 3%4 ' 3#( $019 3%4 0 0( $020 3%4 ' 0( $021 4%2& 0 3#($022 4%2& ' 3#( $023 4%2& 0 0( $024 4%2& ' 0( $02& &%1 0 3#( $02' &%1 ' 3#($02# &%1 0 0( $02$ &%1 ' 0( $029 &%9& 0 3#( $030 &%9& ' 3#( $031 &%9& 0 0(

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    CONTROL ROOM BUILDING

    CALCULATION REPORT

    FOR SUPERSTRUCTURE CONTRACTOR ID. CODE

    PROJECT: LOCATION : Sheet 11 of 130 Rev 01

    $032 &%9& ' 0( $033 '%$ 0 3#( $034 '%$ ' 3#( $03& '%$ 0 0( $03' '%$ ' 0($03# #%'& 0 3#( $03$ #%'& ' 3#( $039 #%'& 0 0( $040 #%'& ' 0( $041 $%& ' 0($042 $%& ' 3#( $043 $%& 0 3#( $044 $%& 0 0( $04& 9%3& 0 3#( $04' 9%3& ' 3#($04# 9%3& 0 0( $04$ 9%3& ' 0( $049 10%2 0 3#( $0&0 10%2 ' 3#( $0&1 10%2 0 0($0&2 10%2 ' 0( $0&3 11%0& 0 3#( $0&4 11%0& ' 3#( $0&& 11%0& 0 0($0&' 11%0& ' 0( $0 11%9 0 3#( $0&$ 11%9 ' 3#( $0&9 11%9 0 0( $0'0 11%9 ' 0($0'1 12%#& 0 3#( $0'2 12%#& ' 3#( $0'3 12%#& 0 0( $0'4 12%#& ' 0($0'& 13%' 0 3#( $0'' 13%' ' 3#( $0'# 13%' 0 0( $0'$ 13%' ' 0( $0'9 14%4& 0 3#($0#0 14%4& ' 3#( $0#1 14%4& 0 0( $0#2 14%4& ' 0( $0#3 1&%3 0 3#($0#4 1&%3 ' 3#( $0#& 1&%3 0 0( $0#' 1&%3 ' 0( $0$# $%& ' 30( $104 1# ' 30($124 2# ' 30( $&01 1'%1& 0 0( $&02 1'%1& ' 0( $&03 1'%1& 0 3#( $&04 1'%1& ' 3#($&0& 1# ' 0( $&0' 1# 0 0( $&0# 1# ' 3#( $&0$ 1# 0 3#( $&09 1$ 0 0( $&10 1$ ' 0($&11 1$ 0 3#( $&12 1$ ' 3#( $&13 19 0 0( $&14 19 ' 0( $&1& 19 0 3#($&1' 19 ' 3#( $&1# 20 0 0( $&1$ 20 ' 0( $&19 20 0 3#( $&20 20 ' 3#(

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    PROJECT: LOCATION : Sheet 12 of 130 Rev 01

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    PROJECT: LOCATION : Sheet 1+ of 130 Rev 01

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    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    11&&1 1'%1& ' 10%&( 11&&2 1# ' 10%&( 11&&3 0%$& ' 11%2&( 11&&4 1%# ' 11%2&(11&&& 2%&& ' 11%2&( 11&&' 3%4 ' 11%2&( 11& 4%2& ' 11%2&( 11&&$ &%1 ' 11%2&(11&&9 &%9& ' 11%2&( 11&'0 '%$ ' 11%2&( 11&'1 #%'& ' 11%2&( 11&'2 $%& ' 11%2&(11&'3 9%3& ' 11%2&( 11&'4 10%2 ' 11%2&( 11&'& 11%0& ' 11%2&(11&'' 11%9 ' 11%2&( 11&'# 12%#& ' 11%2&( 11&'$ 13%' ' 11%2&(11&'9 14%4& ' 11%2&( 11 1&%3 ' 11%2&( 11 1'%1& ' 11%2&( 11 1# ' 11%2&(11 0%$& ' 12( 11 1%# ' 12( 11& 2%&& ' 12( 11' 3%4 ' 12(11# 4%2& ' 12( 11$ &%1 ' 12( 11 &%9& ' 12( 11&$0 '%$ ' 12(11&$1 #%'& ' 12( 11&$2 9%3& ' 12( 11&$3 10%2 ' 12( 11&$4 11%0& ' 12(11&$& 11%9 ' 12( 11&$' 12%#& ' 12( 11&$# 13%' ' 12( 11&$$ 14%4& ' 12(11&$9 1&%3 ' 12( 11&90 1'%1& ' 12( 11&91 0%$& ' 12%#&( 11&92 1%# ' 12%#&(11&93 2%&& ' 12%#&( 11&94 3%4 ' 12%#&( 11&9& 4%2& ' 12%#&( 11&9' &%1 ' 12%#&(11&9# &%9& ' 12%#&( 11&9$ '%$ ' 12%#&( 11&99 #%'& ' 12%#&( 11'00 $%& ' 12%#&(11'01 9%3& ' 12%#&( 11'02 10%2 ' 12%#&( 11'03 11%0& ' 12%#&(

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    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    11#$3 14%4& ' 19%&( 11#$4 1&%3 ' 19%&( 11#$& 1'%1& ' 19%&( 11#$' 1# ' 19%&(11#$# 0%$& ' 20%2&( 11#$$ 1%# ' 20%2&( 11#$9 2%&& ' 20%2&( 11#90 3%4 ' 20%2&(11#91 4%2& ' 20%2&( 11#92 &%1 ' 20%2&( 11#93 &%9& ' 20%2&( 11#94 '%$ ' 20%2&(11#9& #%'& ' 20%2&( 11#9' $%& ' 20%2&( 11#9# 9%3& ' 20%2&( 11#9$ 10%2 ' 20%2&(11#99 11%0& ' 20%2&( 11$00 11%9 ' 20%2&( 11$01 12%#& ' 20%2&(11$02 13%' ' 20%2&( 11$03 14%4& ' 20%2&( 11$04 1&%3 ' 20%2&(11$0& 1'%1& ' 20%2&( 11$0' 1# ' 20%2&( 11$0# 0%$& ' 21( 11$0$ 1%# ' 21(11$09 2%&& ' 21( 11$10 3%4 ' 21( 11$11 4%2& ' 21( 11$12 &%1 ' 21(11$13 &%9& ' 21( 11$14 '%$ ' 21( 11$1& #%'& ' 21( 11$1' 9%3& ' 21(11$1# 10%2 ' 21( 11$1$ 11%0& ' 21( 11$19 11%9 ' 21( 11$20 12%#& ' 21(11$21 13%' ' 21( 11$22 14%4& ' 21( 11$23 1&%3 ' 21( 11$24 1'%1& ' 21(11$2& 0%$& ' 21%#&( 11$2' 1%# ' 21%#&( 11$2# 2%&& ' 21%#&( 11$2$ 3%4 ' 21%#&(11$29 4%2& ' 21%#&( 11$30 &%1 ' 21%#&( 11$31 &%9& ' 21%#&( 11$32 '%$ ' 21%#&(11$33 #%'& ' 21%#&( 11$34 $%& ' 21%#&( 11$3& 9%3& ' 21%#&( 11$3' 10%2 ' 21%#&(

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    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    122&& 19 ' 1&%#&( 122&' 20 ' 1&%#&( 122 21 ' 1&%#&( 122&$ 22 ' 1&%#&(122&9 23 ' 1&%#&( 122'0 24 ' 1&%#&( 122'1 2& ' 1&%#&( 122'2 2' ' 1&%#&(122'3 2# ' 1&%#&( 122'4 1$ ' 1'%&( 122'& 19 ' 1'%&( 122'' 20 ' 1'%&(

    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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    122'# 21 ' 1'%&( 122'$ 22 ' 1'%&( 122'9 23 ' 1'%&( 122#0 24 ' 1'%&(122#1 2& ' 1'%&( 122#2 2' ' 1'%&( 122#3 2# ' 1'%&( 122#4 1$ ' 1#%2&(122#& 19 ' 1#%2&( 122#' 20 ' 1#%2&( 122## 21 ' 1#%2&( 122#$ 22 ' 1#%2&(122#9 23 ' 1#%2&( 122$0 24 ' 1#%2&( 122$1 2& ' 1#%2&( 122$2 2' ' 1#%2&(122$3 2# ' 1#%2&( 122$4 1$ ' 1$( 122$& 19 ' 1$( 122$' 20 ' 1$( 122$# 21 ' 1$(122$$ 22 ' 1$( 122$9 23 ' 1$( 12290 24 ' 1$( 12291 2& ' 1$( 12292 2' ' 1$(12293 1$ ' 1$%#&( 12294 19 ' 1$%#&( 1229& 20 ' 1$%#&( 1229' 21 ' 1$%#&(1229# 22 ' 1$%#&( 1229$ 23 ' 1$%#&( 12299 24 ' 1$%#&( 12300 2& ' 1$%#&(12301 2' ' 1$%#&( 12302 2# ' 1$%#&( 12303 1$ ' 19%&( 12304 19 ' 19%&(1230& 20 ' 19%&( 1230' 21 ' 19%&( 1230# 22 ' 19%&( 1230$ 23 ' 19%&(12309 24 ' 19%&( 12310 2& ' 19%&( 12311 2' ' 19%&( 12312 2# ' 19%&(12313 1$ ' 20%2&( 12314 19 ' 20%2&( 1231& 20 ' 20%2&( 1231' 21 ' 20%2&(1231# 22 ' 20%2&( 1231$ 23 ' 20%2&( 12319 24 ' 20%2&( 12320 2& ' 20%2&(12321 2' ' 20%2&( 12322 2# ' 20%2&( 12323 1$ ' 21( 12324 19 ' 21(

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    Th!s Doc8e#t !s 4%!e Tec#!o#t ,o8" "o"et: %#& c%##ot ;e 8se& ;: othes fo %#: "8"ose

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