b Sac Exchanger (4820-A-001) Report

8/17/2019 b Sac Exchanger (4820-A-001) Report

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Table of Contents

Cover Sheet........................................................................................................................ 3

Title Page............................................................................................................................ 4

Warnings and Errors :..........................................................................................................5

Input Echo :......................................................................................................................... 6

X Coordinate Calculations :............................................................................................. !3

Internal Pressure Calculations :.........................................................................................!4

Ele"ent and #etail Weights :............................................................................................!$

%o&&le 'lange ()WP :.......................................................................................................*+

%atural 're,uenc- Calculation :........................................................................................*!

Wind oad Calculation :.....................................................................................................**

Earth,ua/e oad Calculation :...........................................................................................*5

Wind0Earth,ua/e Shear1 2ending :....................................................................................*

Wind #eection :...............................................................................................................*$

ongitudinal Stress Constants :.........................................................................................*

ongitudinal )lloa7le Stresses :......................................................................................3+

ongitudinal Stresses #ue to . . . :.....................................................................................3!

Stress due to Co"7ined oads :........................................................................................33

S/irt 8pening Stress Calcs :..............................................................................................36

Center o9 ravit- Calculation :..........................................................................................32asering Calculations :......................................................................................................4+

%o&&le Calcs. : %*;*++


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Cover Page

DESIGN CALCULATION

In Accordance with ASME Section VIII Division 1

)S(E Code =ersion : *+!5

)nal-sis Per9or"ed 7- : S>P T?E@() E%E@ S#% 2?#

Ao7 'ile : #:BS>P#8CD(E%TB++++! CIE%T ISTBESST)@ =ISI8%B

#ate o9 )nal-sis : (ar !$1*+!6 6:54p"

P= Elite *+!61 Aanuar- *+!6

*


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Title Page

)< #esign 7asis 9or the Sightglass ;S! S*< ith o77round shape. a< The no&&le opening rein9orce"ent on the vessel shall 7e as per DF3 i h 3++ "" I#. 7< The o7round shape su7Gect to internal pressure shall 7e calculated as p r 'igure !3F*;7< =essels o9 87round Cross Section. c< 2olted connection o9 Sightglass shall 7e as per )ppendiHF* ith the e,u valent dia"eter as 9ollos: i< 3++ H $+ **+ "" I# ii< Sight lass 8# 3!+ "" 8# iii< 2C# *! ""

Note:PV Elite performs all calculations internally in Imperial Unitsto remain compliant with the ASME Code and any built in assumptionsin the ASME Code formulas !he finali"ed results are reflected to showthe user#s set of selected units

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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,-a.nings an/ E...s : Ste: 0 6:)% !a. 1*32016

Class 'ro" To : 2asic Ele"ent Chec/s.

%ote !+ 3+ There is a high Gu"p in the Aoint EJ. Warn. *+ 3+ Inconsistent eHternal pressure deKnition. The given eHternal pressure as not the sa"e as the internal pressure on the previous ele"ent.

Class 'ro" To: Chec/ o9 )dditional Ele"ent #ata

PV Elite is a trademark of Intergraph CADWorx & Analysis Solutions, In! "#$%

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PV Elite Vessel Analsis P.g.a%: In4t Data

#esign Internal Pressure ;9or ?-drotest< !*.+++ 7ar

#esign Internal Te"perature 5+ LC T-pe o9 ?-drotest DF;7< ?-drotest Position =ertical ProGection o9 %o&&le 9ro" =essel Top +.++++ "". ProGection o9 %o&&le 9ro" =essel 2otto" +.++++ "". (ini"u" #esign (etal Te"perature + LC T-pe o9 Construction Welded Special Service %one #egree o9 @adiograph- @TF* Dse ?igher ongitudinal Stresses ;'lag< Select t 9or Internal Pressure ;'lag< Select t 9or EHternal Pressure ;'lag< % Select t 9or )Hial Stress ;'lag< Select ocation 9or StiJ. @ings ;'lag< % Consider =orteH Shedding % Per9or" a Corroded ?-drotest % Is this a ?eat EHchanger %o Dser #eKned ?-dro. Press. ;Dsed i9 M +< +.++++ 7ar Dser deKned ()WP +.++++ 7ar Dser deKned ()Pnc +.++++ 7ar

oad Case ! %PNEWNWIN'WN2W oad Case * %PNEWNEEN'SN2S oad Case 3 %PN8WNWIN'WN2W oad Case 4 %PN8WNEON'SN2S oad Case 5 %PN?WN?I oad Case 6 %PN?WN?E oad Case IPN8WNWIN'WN2W oad Case $ IPN8WNEON'SN2S

oad Case EPN8WNWIN'WN2W oad Case !+ EPN8WNEON'SN2S oad Case !! ?PN?WN?I oad Case !* ?PN?WN?E oad Case !3 IPNWENEW oad Case !4 IPNW'NCW oad Case !5 IPN=8N8W oad Case !6 IPN=ENEW oad Case ! %PN=8N8W oad Case !$ 'SN2SNIPN8W oad Case ! 'SN2SNEPN8W

Wind #esign Code )SCEF *+!+ Wind oad @eduction Scale 'actor +.6++++++*

2asic Wind Speed =Q 3*.5++ "0sec Sur9ace @oughness Categor- C: 8pen Terrain I"portance 'actor !.+ T-pe o9 Sur9ace (oderatel- S"ooth 2ase Elevation !++++. "". Percent Wind 9or ?-drotest 33.+ Dsing Dser deKned Wind Press. =s Elev. % ?eight o9 ?ill or Escarp"ent ? or ?h +.++++ "". #istance Dpind o9 Crest h +.++++ "". #istance 9ro" Crest to the =essel H +.++++ "". T-pe o9 Terrain ; ?ill1 Escarp"ent < 'lat #a"ping 'actor ;2eta< 9or Wind ;8pe< +.+!++ #a"ping 'actor ;2eta< 9or Wind ;E"pt-< +.++++ #a"ping 'actor ;2eta< 9or Wind ;'illed< +.++++

Seis"ic #esign Code )SCE F*+!+ Seis"ic oad @eduction Scale 'actor +.6 I"portance 'actor !.+++ Ta7le =alue 'a !.*++ Ta7le =alue 'v !.65+

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Short Period )cceleration value Ss +.3!+ ong Period )cceleration =alue Sl +.!4+ (o"ent @eduction 'actor Tau +.$++ 'orce (odiKcation 'actor @ 3.+++ Site Class C Co"ponent Elevation @atio &0h +.+++ )"pliKcation 'actor )p +.+++ 'orce 'actor +.+++ Consider =ertical )cceleration %o (ini"u" )cceleration (ultiplier +.+++ Dser =alue o9 Sds ;used i9 M + < +.+++

Consider ()P %e and Cold in %o&. #esign % Consider EHternal oads 9or %o&&le #es. Dse )S(E =IIIF! )ppendiH !F %

(aterial #ata7ase ear Current 0)ddenda or Code ear

Configuration Direties'

#o not use %o&&le (#(T Interpretation =IIIF! +!F3 %o Dse Ta7le instead o9 eHact e,uation 9or R)R es Shell ?ead Aoints are Tapered es Co"pute R>R in corroded condition es Dse Code Case **$6 %o Dse the ()WP to co"pute the (#(T es Dsing (etric (aterial #ata7ases1 )S(E II # es

C%lete Listing 7 Vessel Ele%ents an/ Details:

Ele"ent 'ro" %ode !+ Ele"ent To %ode *+ Ele"ent T-pe S/irt Sup. #escription S>I@T

#istance R'@8(R to RT8R ****.* "". S/irt 8utside #ia"eter *5++.+ "". #ia"eter o9 S/irt at 2ase *5++.+ "". S/irt Thic/ness !5.+++ "". Internal Corrosion )lloance +.++++ "". %o"inal Thic/ness !5.$5 "". EHternal Corrosion )lloance +.++++ "". #esign Te"perature Internal Pressure 5+ LC #esign Te"perature EHternal Pressure + LC EJective #ia"eter (ultiplier !.* (aterial %a"e S)F5!6 + )lloa7le Stress1 )"7ient !3$.++ %.0"" )lloa7le Stress1 8perating !3$.++ %.0"" )lloa7le Stress1 ?-drotest *34.++ %.0""

(aterial #ensit- 5+.4 /g0" P %u"7er Thic/ness 3*.++4 "". ield Stress1 8perating *55.6+ %.0"" DCSF66 Chart Curve #esignation 2 EHternal Pressure Chart %a"e CSF* D%S %u"7er >+*++ Product 'or" Plate EUcienc-1 ongitudinal Sea" +. EUcienc-1 ?eadFtoFS/irt or Circ. Sea" +.

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

Ele"ent 'ro" %ode *+ Ele"ent To %ode 3+

Ele"ent T-pe 'lange #escription (* C8=E@ ' #istance R'@8(R to RT8R 4.5* "". 'lange 8utside #ia"eter $!*.$+ "". Ele"ent Thic/ness 4.5* "". Internal Corrosion )lloance 3.++++ "".

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%o"inal Thic/ness 4.5* "". EHternal Corrosion )lloance +.++++ "". #esign Internal Pressure !*.+33 7ar #esign Te"perature Internal Pressure 5 LC #esign EHternal Pressure +.++++ 7ar #esign Te"perature EHternal Pressure + LC EJective #ia"eter (ultiplier !.* (aterial %a"e S)F!+5 )lloa7le Stress1 )"7ient !3$.++ %.0"" )lloa7le Stress1 8perating !3$.++ %.0"" )lloa7le Stress1 ?-drotest **5.++ %.0"" (aterial #ensit- 5+.4 /g0" P %u"7er Thic/ness 3*.++4 "". ield Stress1 8perating *3!.*$ %.0"" DCSF66 Chart Curve #esignation 2 EHternal Pressure Chart %a"e CSF* D%S %u"7er >+35+4 Product 'or" 'orgings Per9or" 'lange Stress Calculation ;0%< % Weight o9 )%SI 2!6.502!6.4 'lange +.++++ %

Class o9 )%SI 2!6.502!6.4 'lange !5+ rade o9 )%SI 2!6.502!6.4 'lange @ !.!

Ele"ent 'ro" %ode *+ #etail T-pe %o&&le #etail I# %*;*++< #ist. 9ro" R'@8(R %ode 0 8Jset dist +.++++ "". %o&&le #ia"eter *++.+ "" %o&&le Schedule $+ %o&&le Class !5+ a-out )ngle +.+ 2lind 'lange ;0%< % Weight o9 %o&&le ; Dsed i9 M + < !54.5 % rade o9 )ttached 'lange @ !.!

%o&&le (atl S)F!+6 2


Ele"ent 'ro" %ode 3+ Ele"ent To %ode 4+ Ele"ent T-pe Elliptical #escription ?E)#;2< #istance R'@8(R to RT8R 5+.+++ "". Inside #ia"eter *!*.+ "". Ele"ent Thic/ness !5.5++ "". Internal Corrosion )lloance 3.++++ "". %o"inal Thic/ness !.+5+ "". EHternal Corrosion )lloance +.++++ "".

#esign Internal Pressure !*.+++ 7ar #esign Te"perature Internal Pressure 5+ LC #esign EHternal Pressure +.++++ 7ar #esign Te"perature EHternal Pressure + LC EJective #ia"eter (ultiplier !.* (aterial %a"e S)F5!6 + )lloa7le Stress1 )"7ient !3$.++ %.0"" )lloa7le Stress1 8perating !3$.++ %.0"" )lloa7le Stress1 ?-drotest *34.++ %.0"" (aterial #ensit- 5+.4 /g0" P %u"7er Thic/ness 3!.5+ "". ield Stress1 8perating *55.6+ %.0"" DCSF66 Chart Curve #esignation 2 EHternal Pressure Chart %a"e CSF*

D%S %u"7er >+*++ Product 'or" Plate EUcienc-1 ongitudinal Sea" !.+ EUcienc-1 Circu"9erential Sea" +.$ Elliptical ?ead 'actor *.+


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Ele"ent 'ro" %ode 3+ #etail T-pe i,uid #etail I# IODI# !+ #ist. 9ro" R'@8(R %ode 0 8Jset dist F6$.++ "". ?eight0ength o9 i,uid 5+.+++ "". i,uid #ensit- .54 /g0"

Ele"ent 'ro" %ode 3+ #etail T-pe ining #etail I# @D22E@ I%I% #ist. 9ro" R'@8(R %ode 0 8Jset dist F6$.++ "". ?eight0ength o9 ining *$.++ "". Thic/ness o9 ining 6.++++ "". #ensit- !+. /g0"

Ele"ent 'ro" %ode 3+ #etail T-pe %o&&le #etail I# (*;6++< #ist. 9ro" R'@8(R %ode 0 8Jset dist +.++++ "". %o&&le #ia"eter 6+.5$ ""

%o&&le Schedule %one %o&&le Class !5+ a-out )ngle +.+ 2lind 'lange ;0%< Weight o9 %o&&le ; Dsed i9 M + < 4*63.6 % rade o9 )ttached 'lange @ !.! %o&&le (atl S)F5!6 +


Ele"ent 'ro" %ode 4+ Ele"ent To %ode 5+ Ele"ent T-pe C-linder #escription S?E

#istance R'@8(R to RT8R 33++.+ "". Inside #ia"eter *!*.+ "". Ele"ent Thic/ness !6.+++ "". Internal Corrosion )lloance 3.++++ "". %o"inal Thic/ness !6.+++ "". EHternal Corrosion )lloance +.++++ "". #esign Internal Pressure !*.+++ 7ar #esign Te"perature Internal Pressure 5+ LC #esign EHternal Pressure +.++++ 7ar #esign Te"perature EHternal Pressure + LC EJective #ia"eter (ultiplier !.* (aterial %a"e S)F5!6 + EUcienc-1 ongitudinal Sea" !.+ EUcienc-1 Circu"9erential Sea" +.$

Ele"ent 'ro" %ode 4+ #etail T-pe Plat9or" #etail I# SI#E P)T' #ist. 9ro" R'@8(R %ode 0 8Jset dist !45+.+ "". Plat9or" Start )ngle ;degrees< F!+5.+ Plat9or" End )ngle ;degrees< F!55.+ Plat9or" Wind )rea *!4++. c" Plat9or" Weight *36$. % Plat9or" @ailing Weight +.!$+ %0"". Plat9or" rating Weight $$.5 %0" Plat9or" Width !+++.+ "". Plat9or" ?eight !++.+ "". Plat9or" Clearance or End 8Jset !++.++ "".

Plat9or" 'orce CoeUcient *.+ adder a-out )ngle +.+ adder Start Elevation +.++++ "". adder End Elevation +.++++ "". Dnit Weight o9 adder +.++++ %0"". Plat9or" ength ;top head plat9or"< +.++++ "".

$


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Ele"ent 'ro" %ode 4+ #etail T-pe Pac/ing #etail I# P)C>I%! #ist. 9ro" R'@8(R %ode 0 8Jset dist $+.+++ "". ?eight o9 Pac/ed Section *$++.+ "". #ensit- !!. /g0" Percent =olu"e ?oldup +.+ SpeciKc ravit- o9 Pac/ing i,uid +.+

Ele"ent 'ro" %ode 4+ #etail T-pe Pac/ing #etail I# P)C>I%* #ist. 9ro" R'@8(R %ode 0 8Jset dist *$$+.+ "". ?eight o9 Pac/ed Section *6+.++ "". #ensit- 5.+ /g0" Percent =olu"e ?oldup +.+ SpeciKc ravit- o9 Pac/ing i,uid +.+

Ele"ent 'ro" %ode 4+

#etail T-pe i,uid #etail I# (E#ID( #ist. 9ro" R'@8(R %ode 0 8Jset dist +.++++ "". ?eight0ength o9 i,uid 33++.+ "". i,uid #ensit- .54 /g0"

Ele"ent 'ro" %ode 4+ #etail T-pe ining #etail I# @D22E@ I%I% #ist. 9ro" R'@8(R %ode 0 8Jset dist +.++++ "". ?eight0ength o9 ining 33++.+ "". Thic/ness o9 ining 6.++++ "". #ensit- !+. /g0"

Ele"ent 'ro" %ode 4+ #etail T-pe %o&&le #etail I# %5;5+< #ist. 9ro" R'@8(R %ode 0 8Jset dist 3!4+.+ "". %o&&le #ia"eter 5+.+ "" %o&&le Schedule !6+ %o&&le Class !5+ a-out )ngle +.+ 2lind 'lange ;0%< % Weight o9 %o&&le ; Dsed i9 M + < 5!.4$6 % rade o9 )ttached 'lange @ !.! %o&&le (atl S)F!+6 2

Ele"ent 'ro" %ode 4+

#etail T-pe %o&&le #etail I# (3;6++< #ist. 9ro" R'@8(R %ode 0 8Jset dist $$+.++ "". %o&&le #ia"eter 6+.5$ "" %o&&le Schedule %one %o&&le Class !5+ a-out )ngle !$+.+ 2lind 'lange ;0%< Weight o9 %o&&le ; Dsed i9 M + < 43!.$ % rade o9 )ttached 'lange @ !.! %o&&le (atl S)F5!6 +

Ele"ent 'ro" %ode 4+ #etail T-pe %o&&le

#etail I# S! #ist. 9ro" R'@8(R %ode 0 8Jset dist 4++.++ "". %o&&le #ia"eter 3++.+ "" %o&&le Schedule %one %o&&le Class %one a-out )ngle *+.+


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2lind 'lange ;0%< % Weight o9 %o&&le ; Dsed i9 M + < *.6! % rade o9 )ttached 'lange %one %o&&le (atl S)F5!6 +

Ele"ent 'ro" %ode 4+ #etail T-pe %o&&le #etail I# S* #ist. 9ro" R'@8(R %ode 0 8Jset dist *$$+.+ "". %o&&le #ia"eter 3++.+ "" %o&&le Schedule %one %o&&le Class %one a-out )ngle *+.+ 2lind 'lange ;0%< % Weight o9 %o&&le ; Dsed i9 M + < *.6! % rade o9 )ttached 'lange %one %o&&le (atl S)F5!6 +


#etail I# %6;5+< #ist. 9ro" R'@8(R %ode 0 8Jset dist 3++.++ "". %o&&le #ia"eter 5+.+ "" %o&&le Schedule !6+ %o&&le Class !5+ a-out )ngle +.+ 2lind 'lange ;0%< % Weight o9 %o&&le ; Dsed i9 M + < 5!.4$6 % rade o9 )ttached 'lange %one %o&&le (atl S)F!+6 2

Ele"ent 'ro" %ode 4+ #etail T-pe %o&&le #etail I# %;5+<

#ist. 9ro" R'@8(R %ode 0 8Jset dist *$$+.+ "". %o&&le #ia"eter 5+.+ "" %o&&le Schedule !6+ %o&&le Class !5+ a-out )ngle *5+.+ 2lind 'lange ;0%< % Weight o9 %o&&le ; Dsed i9 M + < 5!.4$6 % rade o9 )ttached 'lange %one %o&&le (atl S)F!+6 2

Ele"ent 'ro" %ode 4+ #etail T-pe Weight #etail I# %8VV ST@)I%E@! #ist. 9ro" R'@8(R %ode 0 8Jset dist $+.+++ "".

(iscellaneous Weight 6$64.* % 8Jset 9ro" Ele"ent Centerline +.++++ "".

Ele"ent 'ro" %ode 4+ #etail T-pe Weight #etail I# %8VV ST@)I%E@* #ist. 9ro" R'@8(R %ode 0 8Jset dist 3**+.+ "". (iscellaneous Weight 6$64.* % 8Jset 9ro" Ele"ent Centerline +.++++ "".


Ele"ent 'ro" %ode 5+ Ele"ent To %ode 6+

Ele"ent T-pe Elliptical #escription ?E)#;T< #istance R'@8(R to RT8R 5+.+++ "". Inside #ia"eter *!*.+ "". Ele"ent Thic/ness !5.5++ "". Internal Corrosion )lloance 3.++++ "".

!+


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%o"inal Thic/ness !.+5+ "". EHternal Corrosion )lloance +.++++ "". #esign Internal Pressure !*.+++ 7ar #esign Te"perature Internal Pressure 5+ LC #esign EHternal Pressure +.++++ 7ar #esign Te"perature EHternal Pressure + LC EJective #ia"eter (ultiplier !.* (aterial %a"e S)F5!6 + EUcienc-1 ongitudinal Sea" !.+ EUcienc-1 Circu"9erential Sea" +.$ Elliptical ?ead 'actor *.+

Ele"ent 'ro" %ode 5+ #etail T-pe Plat9or" #etail I# T8P P)T' #ist. 9ro" R'@8(R %ode 0 8Jset dist !+**.+ "". Plat9or" Start )ngle ;degrees< +.+ Plat9or" End )ngle ;degrees< +.+ Plat9or" Wind )rea 5*+. c" Plat9or" Weight !*446. %

Plat9or" @ailing Weight +.+!34+ %0"". Plat9or" rating Weight $5.6* %0" Plat9or" Width *$++.+ "". Plat9or" ?eight !++.+ "". Plat9or" Clearance or End 8Jset !4++.+ "". Plat9or" 'orce CoeUcient *.+ adder a-out )ngle +.+ adder Start Elevation F!++.+ "". adder End Elevation 53++.+ "". Dnit Weight o9 adder +.544 %0"". Plat9or" ength ;top head plat9or"< *$++.+ "".

Ele"ent 'ro" %ode 5+ #etail T-pe ining

#etail I# @D22E@ I%I% #ist. 9ro" R'@8(R %ode 0 8Jset dist +.++++ "". ?eight0ength o9 ining *$.++ "". Thic/ness o9 ining 6.++++ "". #ensit- !+. /g0"

Ele"ent 'ro" %ode 5+ #etail T-pe %o&&le #etail I# %!;*++< #ist. 9ro" R'@8(R %ode 0 8Jset dist +.++++ "". %o&&le #ia"eter *++.+ "" %o&&le Schedule !6+ %o&&le Class !5+ a-out )ngle +.+

2lind 'lange ;0%< % Weight o9 %o&&le ; Dsed i9 M + < !34$.3 % rade o9 )ttached 'lange @ !.! %o&&le (atl S)F!+6 2

Ele"ent 'ro" %ode 5+ #etail T-pe %o&&le #etail I# %3;5+< #ist. 9ro" R'@8(R %ode 0 8Jset dist !+++.+ "". %o&&le #ia"eter 5+.+ "" %o&&le Schedule !6+ %o&&le Class !5+ a-out )ngle +.+ 2lind 'lange ;0%< %

Weight o9 %o&&le ; Dsed i9 M + < 4$.+ % rade o9 )ttached 'lange @ !.! %o&&le (atl S)F!+6 2


!!


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#etail I# %4;5+< #ist. 9ro" R'@8(R %ode 0 8Jset dist !+++.+ "". %o&&le #ia"eter 5+.+ "" %o&&le Schedule !6+ %o&&le Class !5+ a-out )ngle 45.+ 2lind 'lange ;0%< % Weight o9 %o&&le ; Dsed i9 M + < 4$.6! % rade o9 )ttached 'lange @ !.! %o&&le (atl S)F!+6 2

Ele"ent 'ro" %ode 5+ #etail T-pe %o&&le #etail I# (!;6++< #ist. 9ro" R'@8(R %ode 0 8Jset dist $++.++ "". %o&&le #ia"eter 6+.5$ "" %o&&le Schedule %one %o&&le Class !5+ a-out )ngle *+.+ 2lind 'lange ;0%<

Weight o9 %o&&le ; Dsed i9 M + < 4*66.6 % rade o9 )ttached 'lange @ !.! %o&&le (atl S)F5!6 +


!*


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,'" C./inate Calc4latins : Ste: 2 6:)% !a. 1*32016

'" C./inate Calc4latins

'ro" To X ;?ori&.


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Inte.nal P.ess4.e Calc4latins : Ste: 8 6:)% !a. 1*32016

Ele%ent T5ic9ness3 P.ess4.e3 Dia%ete. an/ Alla;le St.ess :

Int. Press %o"inal Total Corr Ele"ent )lloa7le 'ro" To N i,. ?d Thic/ness )lloance #ia"eter Stress;SEI@T ... !5.$5 ... *5++.+ ... (* C8=E@ ' !*.+33 4.5* 3.++++ $!*.$+ !3$.++ ?E)#;2+*++

@e,uired Thic/ness due to Internal Pressure trQ: ;P#>cor


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ess 8perating ?-drostatic ?ead Pressure o9 +.3*$ 7ar ;SEt


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(in (etal Te"p. 0o i"pact per DF*+;9< F* LC

Ellitical Hea/ $.% 0 T 60 SA+16 >0 3 UCS+66 C.?= # at 0 @C

*EA+,!.

ongitudinal Aoint: 'ull @adiograph- per DWF!!;a< T-pe !Circu"9erential Aoint: Spot @adiograph- per DWF!!;a1517< T-pe *

(aterial D%S %u"7er: >+*++

@e,uired Thic/ness due to Internal Pressure trQ: ;P#>cor


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H/.static Test P.ess4.e es4lts:

Pressure per D7 !.3 (.).W.P. Sa0S !6.!+5 7ar Pressure per D736Q !.3 #esign Pres Sa0S !5.6++ 7ar Pressure per Dc !.3 (.).P. F ?ead;?-d< *+.+$5 7ar Pressure per D!++ !.! (.).W.P. Sa0S !3.6* 7ar Pressure per PE# !.43 ()WP !.!5 7ar Pressure per )pp *F4 !.3 (.).W.P. Sa0S !6.!+5 7ar

U8?,b.) !est Pressure Calculation: Test 'actor ()WP Stress @atio !.3 !*.3$$ !.+++ !6.!+5 7ar

Ve.tical Test e.7.%e/ e.: UG+;

Please note that Nozzle, Shell, Head, Flange, etc MAWPs are all considered when deterining the h!drotest "ress#re $or those test t!"es that are %ased on the MAWP o$ the vessel&

St.esses n Ele%ents /4e t Test P.ess4.e:

'ro" To Stress )lloa7le @atio PressureFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

?E)#;2< !44.5 *34.+ +.6!$ !6.5+ S?E !4+.* *34.+ +.5 !6.43 ?E)#;T< !4!.! *34.+ +.6+3 !6.!+FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

Stress ratios for .o//le and Pad (aterials'

#escription Pad0%o&&le )"7ient 8perating ratioFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

%*;*++< %o&&le !!$.++ !!$.++ !.+++ %*;*++< Pad !3$.++ !3$.++ !.+++ (*;6++< %o&&le !3$.++ !3$.++ !.+++ (*;6++< Pad !3$.++ !3$.++ !.+++ %5;5+< %o&&le !!$.++ !!$.++ !.+++ (3;6++< %o&&le !3$.++ !3$.++ !.+++ (3;6++< Pad !3$.++ !3$.++ !.+++ S! %o&&le !3$.++ !3$.++ !.+++ S* %o&&le !3$.++ !3$.++ !.+++ %6;5+< %o&&le !!$.++ !!$.++ !.+++ %;5+< %o&&le !!$.++ !!$.++ !.+++ %!;*++< %o&&le !!$.++ !!$.++ !.+++ %3;5+< %o&&le !!$.++ !!$.++ !.+++ %4;5+< %o&&le !!$.++ !!$.++ !.+++

(!;6++< %o&&le !3$.++ !3$.++ !.+++ (!;6++< Pad !3$.++ !3$.++ !.+++FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

(ini"u" !.+++

Stress ratios for Vessel Elements'

#escription )"7ient 8perating ratioFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

S>I@T !3$.++ !3$.++ !.+++ (* C8=E@ ' !3$.++ !3$.++ !.+++ ?E)#;2< !3$.++ !3$.++ !.+++ S?E !3$.++ !3$.++ !.+++ ?E)#;T< !3$.++ !3$.++ !.+++

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF (ini"u" !.+++

Elements Suitable for Internal Pressure


!


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Ele%ent an/ Detail -eig5ts : Ste: 6:)% !a. 1*32016

Ele%ent an/ Detail -eig5ts

Ele"ent Ele"ent Corroded Corroded EHtra due 'ro" To (etal Wgt. I# =olu"e (etal Wgt. I# =olu"e (isc Y

/g. " /g. " /g. FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ *5$4.!4 ... *5$4.!4 ... ... *+ 3+ ... ... ... ... ... 3+ 4+ !3$!.3 *.$3!34 !!63.$3 *.$455 ... 4+ 5+ 35+.*+ !$.6!*4 *$5*.3 !$.64$ ... 5+ 6+ !3$!.3 *.$3!34 !!63.$3 *.$455 ... Ttal B **) B 2)=2* B >>6) B 2)=8 B 0 B

-eig5t 7 Details

Weight o9 X 8Jset1 8Jset1 'ro"T-pe #etail #tl. Cent. #tl. Cent. #escription /g. "". "". FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF *+%o&l !6+.56$ ... !+4.5 %*;*++< 3+i,d *$6!.54 ... F*5.++++ IODI# !+ 3+ini 5.*$6$ ... F3!4.+++ @D22E@ I%I% 3+%o&l 434.5 ... F6$.+++ (*;6++< 4+Plat *4!.554 ... !45+.++ SI#E P)T' 4+Pac/ !*36.3 ... !4$+.++ P)C>I%! 4+Pac/ !4*$. ... 3+!+.++ P)C>I%* 4+i,d !$$$6.* ... !65+.++ (E#ID( 4+ini !$5.!4* ... !65+.++ @D22E@ I%I% 4+%o&l 5.*5+45 !3$6.!6 3!4+.++ %5;5+< 4+%o&l 44.$6 !66+.$+ $$+.+++ (3;6++< 4+%o&l .45+43 !5+6.++ 4++.+++ S! 4+%o&l .45+43 !5+6.++ *$$+.++ S* 4+%o&l 5.*5+45 !3$6.!6 3++.+++ %6;5+<

4+%o&l 5.*5+45 !3$6.!6 *$$+.++ %;5+< 4+Wght ++.+++ ... $+.++++ %8VV ST@)I%E@! 4+Wght ++.+++ ... 3**+.++ %8VV ST@)I%E@* 5+Plat !*6.* ... !+**.++ T8P P)T' 5+ini 5.*$! ... 364.+++ @D22E@ I%I% 5+%o&l !3.4$ ... !*$.6+ %!;*++< 5+%o&l 4.$45 ... !+6.5! %3;5+< 5+%o&l 4.6335 +.!+ !+6.5! %4;5+< 5+%o&l 435.!+5 ... !!5.+3 (!;6++<

Ttal -eig5t 7 Eac5 Detail Te

Total Weight o9 Plat9or"s !5!+.$ Total Weight o9 Pac/ing *+665.3

Total Weight o9 i,uid *!4. Total Weight o9 ining 335. Total Weight o9 %o&&les !66+.4 Total Weight o9 Weights !4++.+FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

Su" o9 the #etail Weights 43*+.+ /g.

Weight Summation' kg!

'a7ricated Shop Test Shipping Erected E"pt- 8perating FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

$$54.! !!!4.5 $$54.! !!!4.5 $$54.! 344*6.3 ... *4$5!.6 ... *+665.3 ... *!4. !66+.4 ... !66+.4 ... !5!+.$ ...

... ... ... ... *+665.3 ... ... ... ... !5!+.$ ... ... ... ... ... ... 335. ... ... ... ... 335. ... ... ... ... ... ... !66+.4 ... !4++.+ ... !4++.+ ... ... ...

!$


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... ... ... ... !4++.+ ... !!!4.5 3666.! 344*6.3 344*6.3 344*6.3 56!4.!

Note:!he shippin/ total has been modified because some items ha9ebeen specified as bein/ installed in the shop

Weight Summary

'a7ricated Wt. F 2are Weight W08 @e"ova7le Internals !!!4.5 /g. Shop Test Wt. F 'a7ricated Weight N Water ; 'ull < 3666.! /g. Shipping Wt. F 'a7. Wt N @e". Intls.N Shipping )pp. 344*6.3 /g. Erected Wt. F 'a7. Wt N @e". Intls.N Insul. ;etc< 344*6.3 /g. 8pe. Wt. no i, F 'a7. Wt N Intls. N #etails N Wghts. 344*6.3 /g. 8perating Wt. F E"pt- Wt N 8perating i,. Dncorroded 56!4.! /g. 'ield Test Wt. F E"pt- Weight N Water ;'ull< 4!54.$ /g. (ass o9 the Dpper !03 o9 the =ertical =essel *4!3.* /g.

O4tsi/e S4.7ace A.eas 7 Ele%ents

Sur9ace 'ro" To )rea c" FFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ !465. *+ 3+ 5!$$.6$ 3+ 4+ $63+*.* 4+ 5+ *$44$. 5+ 6+ $63+*.*

Total 636*.3$ c"

Ele%ent an/ Detail -eig5ts

To Total Ele. Total. Ele.Total. Ele. Total #tl. 8per. Wgt. 'ro" To E"pt- Wgt. 8per. Wgt.?-dro. Wgt. 8Jset (o". %o i,uid /g. /g. /g. %F" /g. FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

!+ *+ *5$4.!4 *5$4.!4 *5$4.!4 ... *5$4.!4 *+ 3+ !6+.56$ !6+.56$ !6+.56$ ... !6+.56$ 3+ 4+ !$!.45 45*. 4+.+3 ... !$!.45 4+ 5+ *64$!. 4536. *$!!!.! +.*6 *64$!. 5+ 6+ 33+$.4$ 33+$.4$ 6*+.+6 34.4*3 33+$.4$

C4%4lati?e Vessel -eig5t

Cu"ulative 8pe Cu"ulative Cu"ulative

'ro" To Wgt. %o i,uid 8per. Wgt. ?-dro. Wgt. /g. /g. /g. FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ 344*6.3 56!4.! 4!$5*. *+ 3+ 3!$4*.* 535$. 3*6$.$ 3+ 4+ 3!6$!.6 534*.4 3!+$.* 4+ 5+ *+.* 4$66.4 343!$.* 5+ 6+ 33+$.4$ 33+$.4$ 6*+.+6

Note: !he cumulati9e operatin/ wei/hts no li2uid in the column abo9e are the cumulati9e operatin/ wei/hts minus the operatin/ li2uid wei/ht minus any wei/hts absent in the empty condition

C4%4lati?e Vessel !%ent

Cu"ulative Cu"ulative Cu"ulative 'ro" To E"pt- (o". 8per. (o". ?-dro. (o". %F" %F" %F" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ $*4.6$ $*4.6$ $*4.6$

!


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*+ 3+ $*4.6$ $*4.6$ $*4.6$ 3+ 4+ $*4.6$ $*4.6$ $*4.6$ 4+ 5+ $*4.6$ $*4.6$ $*4.6$ 5+ 6+ 34.4*3 34.4*3 34.4*3


*+


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Nle $lange !A-P : Ste: 6 6:)% !a. 1*32016

Nle $lange !A-P es4lts :

%o&&le 'lange @ating #escription 8perating )"7ient Te"perature Class rade0roup

7ar 7ar LCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF %*;*++< !$.4 !.6 5 !5+ @ !.! (*;6++< !.* !.6 5+ !5+ @ !.! %5;5+< !.* !.6 5+ !5+ @ !.! (3;6++< !.* !.6 5+ !5+ @ !.! %!;*++< !.* !.6 5+ !5+ @ !.! %3;5+< !.* !.6 5+ !5+ @ !.! %4;5+< !.* !.6 5+ !5+ @ !.! (!;6++< !.* !.6 5+ !5+ @ !.!FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

(ini"u" @ating !$.4 !.6 7ar ;9or Core Ele"ents<

Note: ANSI 1atin/s are per ANSI>ASME -%; &


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Nat4.al $.e 6:)% !a. 1*32016

!he Natural 0re2uencies for the 9essel ha9e been computed iterati9elyby sol9in/ a system of matrices !hese matrices describe the massand the stiffness of the 9essel !his is the /enerali"ed ei/en9alue>ei/en9ector problem and is referenced in some mathematical te4ts

The %atural 're,uenc- 9or the =essel ;E"pt-.< is !.4$*! ?&.

The %atural 're,uenc- 9or the =essel ;8pe...< is !3.$*! ?&.

The %atural 're,uenc- 9or the =essel ;'illed< is !6.*3*+ ?&.


**


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,-in/ La/ Calc4latin : Ste: * 6:)% !a. 1*32016

In4t Val4es:

Wind #esign Code )SCEF *+!+ Wind oad @eduction Scale 'actor +.6++++++*

2asic Wind Speed =Q 3*.5++ "0sec Sur9ace @oughness Categor- C: 8pen Terrain I"portance 'actor !.+ T-pe o9 Sur9ace (oderatel- S"ooth 2ase Elevation !++++. "". Percent Wind 9or ?-drotest 33.+ Dsing Dser deKned Wind Press. =s Elev. % ?eight o9 ?ill or Escarp"ent ? or ?h +.++++ "". #istance Dpind o9 Crest h +.++++ "". #istance 9ro" Crest to the =essel H +.++++ "". T-pe o9 Terrain ; ?ill1 Escarp"ent < 'lat #a"ping 'actor ;2eta< 9or Wind ;8pe< +.+!++ #a"ping 'actor ;2eta< 9or Wind ;E"pt-< +.++++ #a"ping 'actor ;2eta< 9or Wind ;'illed< +.++++

-in/ Analsis es4lts

Static 8ust?Effect 0actor) peratin/ Case 687: "in;+.$51 +.*5;;! N !. gO I&7ar O


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; ! N +.+++ +.+++ +.+++ I@T !!!!!.! +.+++ +.+++ +.+++ !.+*3 !.+++ 66.+64 (* C8=E@ ' !**46.! +.+++ +.+++ +.+++ !.+45 !.+++ 66.+64 ?E)#;2< !*66.+ +.+++ +.+++ +.+++ !.+53 !.+++ 66.+64 S?E !3+.+ +.+++ +.+++ +.+++ !.+4 !.+++ 66.+64

?E)#;T< !53.5 +.+++ +.+++ +.+++ !.!+4 !.+++ 66.+64

-in/ Vi;.atin Calc4latins

!his e9aluation is based on wor3 by 5anti MahaFan and Ed Gorilla

.omenlature

C9 F Correction 9actor 9or natural 9re,uenc- # F )verage internal dia"eter o9 vessel "". #9 F #a"ping 'actor Z +.5 Dnsta7le1 M +.5 Sta7le #r F )verage internal dia"eter o9 top hal9 o9 vessel "". 9 F %atural 9re,uenc- o9 vi7ration ;?ert&<

9! F %atural 9re,uenc- o9 7are vessel 7ased on a unit value o9 ;#0


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SI#E P)T' *!4++.++ !3+.++ 66.+6 !63.34 *.++ T8P P)T' 5*+.++ !664*.++ 66.+6 45+.!5 *.++

-in/ La/s n !assesE


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Ea.t5


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Ea.t5, Sum of $i=hi3 . and 3 is an e4ponent which is relatedto the period of Vibration

In this case) the 9alue of 3 was %load reduction factor of:


28/114

PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,-in/Ea.t5Moments calculatedand printed in the $ind>Earth2ua3e Shear and -endin/ report ha9ebeen factored by the input Scalar>Joad reductions factors ofK$ind:


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,-in/ Deectin : Ste: 11 6:)% !a. 1*32016

-in/ Deectin Calc4latins:

The 9olloing ta7le is 9or the 8perating Case.

-in/ Deectin

Cu"ulative Centroid Ele". End Ele". )ng. 'ro" To Wind Shear #eection #eection @otation % "". "". FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

!+ *+ $*4.36 +.++!+3$ +.++3+5$ ... *+ 3+ 6$$3.4+ +.++3$3$ +.++4+66* ... 3+ 4+ 6$3.$6 +.++4!55! +.++4*445 ... 4+ 5+ 64*.$+ +.+!!+6! +.+!$! ... 5+ 6+ 3*6.$ +.+!+4+ +.+!!6* ...

C.itical -in/ Velcit 7. Te. Vi;.atin

!st Crit. *nd Crit. 'ro" To Wind Speed Wind Speed "0sec "0sec FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ *+.$*! !*$.$$ *+ 3+ 6.566 4**.*3 3+ 4+ **$.+** !4*5.!3 4+ 5+ **$.!+5 !4*5.65 5+ 6+ **$.+** !4*5.!3

)lloa7le deection at the Toer Top ;8pe


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Lngit4/inal St.ess Cnstants : Ste: 12 6:)% !a. 1*32016

Lngit4/inal St.ess Cnstants

(etal )rea (etal )rea %e Cold Corroded 'ro" To %e Cold Corroded Sect. (od. Sect. (od.

c" c" "". "". FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ !!!.+3 !!!.+3 *.3*EN+6 *.3*EN+6 *+ 3+ !3*$.!5 !+*.* +.+5EN+6 *.$6EN+6 3+ 4+ !3*$.!5 !+*.* +.+5EN+6 *.$6EN+6 4+ 5+ !3!.*4 !!!5.36 *.$EN+6 5.EN+6 5+ 6+ !3*$.!5 !+*.* +.+5EN+6 *.$6EN+6


3+


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Lngit4/inal Alla;le St.esses : Ste: 18 6:)% !a. 1*32016

Lngit4/inal Alla;le St.esses

?-drotest ?-drotest 'ro" To Tensile Tensile Co"pressive Co"pressive

%.0"" %.0"" %.0"" %.0"" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ !!5.*+ !6.56+ F!!6.!4 F!!6.!4 *+ 3+ !3*.4$ *!5.6 F!+.+4 F!!4.*56 3+ 4+ !3*.4$ **4.636 F!+.+4 F!!4.*56 4+ 5+ !3*.4$ **4.636 F!+$.4++ F!!5.*5* 5+ 6+ !3*.4$ **4.636 F!+.+4 F!!4.*56


3!


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Lngit4/inal St.esses D4e t = = = Ste: 1) 6:)% !a. 1*32016

Lngit4/inal St.ess e.t

%ote: ongitudinal 8perating and E"pt- Stresses are co"puted in the corroded condition. Stresses due to loads in the h-drostatic test

cases have 7een co"puted in the ne and cold condition.

Lngit4/inal St.esses D4e t = = =

ong. Str. ong. Str. ong. Str. 'ro" To Int. Pres. EHt. Pres. ?-d. Pres. %.0"" %.0"" %.0"" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ ... ... ... *+ 3+ ... ... ... 3+ 4+ 65.++!4 ... +.!33 4+ 5+ 6*.4*! ... 6.3*! 5+ 6+ 65.++!4 ... +.!33


Wght. Str. Wght. Str. Wght. Str. Wght. Str. Wght. Str. 'ro" To E"pt- 8perating ?-drotest E"p. (o". 8pr. (o". %.0"" %.0"" %.0"" %.0"" %.0"" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

!+ *+ F*.$$3+5 F4.+43* F3.5+4 +.!+$! +.!+$! *+ 3+ F*.!**4 F4.+!*6 F*.35!! +.!+35 +.!+35 3+ 4+ F*.$56 F*.$56 F*.333! +.!+35 +.!+35 4+ 5+ F*.6!3! F4.*$$ F*.!3+53 +.!+3*! +.!+3*! 5+ 6+ F+.3+*5 F+.3+*5 F+.*44* +.+++4*36 +.+++4*36


Wght. Str. 2end. Str. 2end. Str. 2end. Str. 2end. Str.

'ro" To ?-d. (o". 8per. Wind 8per. E,u. ?-d. Wind ?-d. E,u. %.0"" %.0"" %.0"" %.0"" %.0"" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

!+ *+ +.!+$! +.4$55 !.++! +.!5* ... *+ 3+ +.+$6$6! +.*44! +.!+* +.+65!4 ... 3+ 4+ +.+$6$6! +.*366 +.+43 +.+63+ ... 4+ 5+ +.+$4!3! +.**6++ +.*+4 +.+6+5 ... 5+ 6+ +.+++3$*! +.+!4* +.+!*!$3 +.++3$!*6 ...


ong. Str. ong. Str. ong. Str. EarthOua/e 'ro" To =orteH 8pe. =orteH E"p.=orteH Tst. E"pt- %.0"" %.0"" %.0"" %.0""

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ ... ... ... !.++34 *+ 3+ ... ... ... +.46553 3+ 4+ ... ... ... +.454*$ 4+ 5+ ... ... ... +.4*56+ 5+ 6+ ... ... ... +.+!+$!


ong. Str. ong. Str. 'ro" To 'orces W 'orceS S %.0"" %.0"" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF !+ *+ ... ...

*+ 3+ ... ... 3+ 4+ ... ... 4+ 5+ ... ... 5+ 6+ ... ...

Lng= St.esses /4e t Use. $.ces an/ !%ents

3*


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Lngit4/inal St.esses D4e t = = = Ste: 1) 6:)% !a. 1*32016

Wind 'or0(o" E,/ 'or0(o"Wnd 'or0(o" E,/ 'or0(o" 'ro" To Corroded Corroded %o Corr. %o Corr. %.0"" %.0"" %.0"" %.0"" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

!+ *+ ... ... ... ... *+ 3+ ... ... ... ... 3+ 4+ ... ... ... ... 4+ 5+ ... ... ... ... 5+ 6+ ... ... ... ...


33


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,St.ess /4e t C%;ine/ La/s : Ste: 1 6:)% !a. 1*32016

St.ess C%;inatin La/ Cases 7. Ve.tical Vessels:

La/ Case DeFnitin Ke

IP ongitudinal Stress due to Internal Pressure EP ongitudinal Stress due to EHternal Pressure ?P ongitudinal Stress due to ?-drotest Pressure %P %o Pressure EW ongitudinal Stress due to Weight ;%o i,uid< 8W ongitudinal Stress due to Weight ;8perating< ?W ongitudinal Stress due to Weight ;?-drotest< WI 2ending Stress due to Wind (o"ent ;8perating< EO 2ending Stress due to Earth,ua/e (o"ent ;8perating< EE 2ending Stress due to Earth,ua/e (o"ent ;E"pt-< ?I 2ending Stress due to Wind (o"ent ;?-drotest< ?E 2ending Stress due to Earth,ua/e (o"ent ;?-drotest< WE 2ending Stress due to Wind (o"ent ;E"pt-< ;no C)< W' 2ending Stress due to Wind (o"ent ;'illed< ;no C)< CW ongitudinal Stress due to Weight ;E"pt-< ;no C)< =8 2ending Stress due to =orteH Shedding oads ; 8pe < =E 2ending Stress due to =orteH Shedding oads ; E"p < =' 2ending Stress due to =orteH Shedding oads ; Test %o C). < 'W )Hial Stress due to =ertical 'orces 9or the Wind Case 'S )Hial Stress due to =ertical 'orces 9or the Seis"ic Case 2W 2ending Stress due to at. 'orces 9or the Wind Case1 Corroded 2S 2ending Stress due to at. 'orces 9or the Seis"ic Case1 Corroded 2% 2ending Stress due to at. 'orces 9or the Wind Case1 DnCorroded 2D 2ending Stress due to at. 'orces 9or the Seis"ic Case1 DnCorroded

0eneral .otes'

Case types *I and *E are in the Un?Corroded condition

Case types $E) $0) and C$ are in the Un?Corroded condition

A blan3 stress and stress ratio indicates that the correspondin/stress comprisin/ those components that did not contribute to thattype of stress

An asteris3 ,=. in the final column denotes o9erstress

)nal-sis o9 oad Case ! : %PNEWNWIN'WN2W 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F3.4 !!6.!5 +.+*

3+ !3*.4$ F3.*4 !+.+5 +.+3+3 4+ !3*.4$ F*.5 !+$.4+ +.+** 5+ !3*.4$ F+.3* !+.+5 +.++3+

)nal-sis o9 oad Case * : %PNEWNEEN'SN2S 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F3. !!6.!5 +.+344 3+ !3*.4$ F3.46 !+.+5 +.+3*3 4+ !3*.4$ F3.!5 !+$.4+ +.+*+ 5+ !3*.4$ F+.3! !+.+5 +.++*

)nal-sis o9 oad Case 3 : %PN8WNWIN'WN2W 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.

%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F5.* !!6.!5 +.+456 3+ !3*.4$ F3.*4 !+.+5 +.+3+3 4+ !3*.4$ F4.6! !+$.4+ +.+4*5 5+ !3*.4$ F+.3* !+.+5 +.++3+

34


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)nal-sis o9 oad Case 4 : %PN8WNEON'SN2S 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F6.5$ !!6.!5 +.+56 3+ !3*.4$ F3.$ !+.+5 +.+353 4+ !3*.4$ F5.!+ !+$.4+ +.+4! 5+ !3*.4$ F+.3* !+.+5 +.++*

)nal-sis o9 oad Case 5 : %PN?WN?I 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !6.56 F3. !!6.!5 +.+3*5 3+ **4.64 F*.4 !!4.*6 +.+*!$ 4+ **4.64 F*.*$ !!5.*5 +.+! 5+ **4.64 F+.*5 !!4.*6 +.++**

)nal-sis o9 oad Case 6 : %PN?WN?E 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !6.56 F3.6! !!6.!5 +.+3!!

3+ **4.64 F*.43 !!4.*6 +.+*!* 4+ **4.64 F*.*! !!5.*5 +.+!* 5+ **4.64 F+.*4 !!4.*6 +.++*!

)nal-sis o9 oad Case : IPN8WNWIN'WN2W 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F5.* !!6.!5 +.+456 3+ 6*.45 !3*.4$ !+.+5 +.4!4 4+ 5$.54 !3*.4$ !+$.4+ +.44! 5+ 64.! !3*.4$ !+.+5 +.4$$5

)nal-sis o9 oad Case $ : IPN8WNEON'SN2S 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.

%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F6.5$ !!6.!5 +.+56 3+ 6*.$ !3*.4$ !+.+5 +.454 4+ 5.+4 !3*.4$ !+$.4+ +.4456 5+ 64.! !3*.4$ !+.+5 +.4$$5

)nal-sis o9 oad Case : EPN8WNWIN'WN2W 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F5.* !!6.!5 +.+456 3+ !3*.4$ F3.*4 !+.+5 +.+3+3 4+ !3*.4$ F4.6! !+$.4+ +.+4*5 5+ !3*.4$ F+.3* !+.+5 +.++3+

)nal-sis o9 oad Case !+ : EPN8WNEON'SN2S 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F6.5$ !!6.!5 +.+56 3+ !3*.4$ F3.$ !+.+5 +.+353 4+ !3*.4$ F5.!+ !+$.4+ +.+4! 5+ !3*.4$ F+.3* !+.+5 +.++*

)nal-sis o9 oad Case !! : ?PN?WN?I 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !6.56 F3. !!6.!5 +.+3*5 3+ 6.5 **4.64 !!4.*6 +.3+*5 4+ 65.5 **4.64 !!5.*5 +.*36

5+ 6.$ **4.64 !!4.*6 +.3!!!

)nal-sis o9 oad Case !* : ?PN?WN?E 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !6.56 F3.6! !!6.!5 +.+3!!

35


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3+ 6.$$ **4.64 !!4.*6 +.3+** 4+ 65.$ **4.64 !!5.*5 +.*33 5+ 6.$ **4.64 !!4.*6 +.3!!!

)nal-sis o9 oad Case !3 : IPNWENEW 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F*. !!6.!5 +.+*5$ 3+ 6*.*! !3*.4$ !+.+5 +.466 4+ 5.$ !3*.4$ !+$.4+ +.45* 5+ 64.+ !3*.4$ !+.+5 +.4$$4

)nal-sis o9 oad Case !4 : IPNW'NCW 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F4.+ !!6.!5 +.+4+5 3+ 6*.66 !3*.4$ !+.+5 +.43+ 4+ 5.+! !3*.4$ !+$.4+ +.4454 5+ 64.6 !3*.4$ !+.+5 +.4$$$

)nal-sis o9 oad Case !5 : IPN=8N8W 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F4.$! !!6.!5 +.+4!4 3+ 6*.*! !3*.4$ !+.+5 +.466 4+ 5$.3* !3*.4$ !+$.4+ +.44+* 5+ 64.+ !3*.4$ !+.+5 +.4$$4

)nal-sis o9 oad Case !6 : IPN=ENEW 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F*. !!6.!5 +.+*5$ 3+ 6*.*! !3*.4$ !+.+5 +.466 4+ 5.$ !3*.4$ !+$.4+ +.45*

5+ 64.+ !3*.4$ !+.+5 +.4$$4

)nal-sis o9 oad Case ! : %PN=8N8W 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F4.$! !!6.!5 +.+4!4 3+ !3*.4$ F3.++ !+.+5 +.+*$! 4+ !3*.4$ F4.3$ !+$.4+ +.+4+4 5+ !3*.4$ F+.3+ !+.+5 +.++*$

)nal-sis o9 oad Case !$ : 'SN2SNIPN8W 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F4.$! !!6.!5 +.+4!4

3+ 6*.*! !3*.4$ !+.+5 +.466 4+ 5$.3* !3*.4$ !+$.4+ +.44+* 5+ 64.+ !3*.4$ !+.+5 +.4$$4

)nal-sis o9 oad Case ! : 'SN2SNEPN8W 'ro" Tensile )ll. Tens. Co"p. )ll. Co"p. Tens. Co"p.%ode Stress Stress Stress Stress @atio @atio !+ !!5.* F4.$! !!6.!5 +.+4!4 3+ !3*.4$ F3.++ !+.+5 +.+*$! 4+ !3*.4$ F4.3$ !+$.4+ +.+4+4 5+ !3*.4$ F+.3+ !+.+5 +.++*$

)7solute (aHi"u" o9 the all o9 the Stress @atio]s +.4$$$

8o9ernin/ Element: *EA+,!.8o9ernin/ Joad Case %D : IPL$0LC$


36


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,S9i.t Oening St.ess Calcs : Ste: 16 6:)% !a. 1*32016

S9i.t S4.t Analsis Pe. EN 18))+8: 200(E, Iss4e 1 (200+0>,:

Ite": S>I@T

T-pe 2 S/irt per E% !3445 'igure !6.!*F*:

#esign Pressure P +.+++ 7ar Total vessel ;e"pt-< eight 'g 335$4.6*5 % Weight o9 vessel contents ;li,uid< '9 *!3*5$.!* % =essel ross Weight 'g N '9 '4 55+$4*.$!* %

S/irt (ean #ia"eter #& *4$5.+++ "". S/irt )nal-sis Thic/ness ;Corroded< e& !5.+++ "". S/irt ?eight ? ****.*5+ "".

'orce at section !F! '! 55+$4*.$!* % (o"ent at section !F! (! 5655.+43 %F" )pplied (o"ent F 2otto" o9 S/irt (7 !*$+4!.!4$ %F" Weight )7ove the S/irt W 55+$4*.$!* %

Access penin/: % Cuts throu/h the top of the s3irtAccess penin/: % Cuts throu/h the bottom of the s3irtAccess penin/: & Cuts throu/h the top of the s3irtAccess penin/: & Cuts throu/h the bottom of the s3irt

Note: If an openin/ cuts the s3irt top or bottom) this is not a problem !his becomes a #Sentry -o4# or #Mouse *ole# type penin/

a-out Cntr. #ist. 87round )ccess %o #ia"eter )ngle 'ro" 2otto" CntrFCntr "". #eg "". "". FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF ! 5++.++++ +.++++ +.++++ *3++.++++

* 5++.++++ *+.++++ +.++++ *3++.++++

)ccess 8pening 'ra"e #i"ension )ccess %o Width Thic/ "". "". FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF ! +.++++ +.++++ * +.++++ +.++++

Inter9erence chec/: )ccess )ccess Pitch iga"ent "". "". FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF ! * 3+3.4** 33.*4

! * 3+3.4** 33.*4

I%TE@'E@E%CE C?EC>: %o Inter9erence #etected 7eteen 8penings

(ini"u" Pitch 7eteen openings is: 3+3.4** "". (ini"u" iga"ent 7eteen 8penings is: 33.*4 "".

1ecommended minimum Ji/ament: * S,rt; # t < * S,rt; *4$5.+++ !5.+++ < 3$6.!35 "". Please evaluate the suita7ilit- o9 this result

Section properties at least metal area 6A7:

%u"7er o9 8penings )t Critical ?eight *

)ccess %o a-out )ngle ! a-out )ngle * #eg. #eg. FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF ! $.3*4 !+!.6+6

3


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Cente. 7 G.a?it Calc4latin : Ste: 1> 6:)% !a. 1*32016

S5$iel/ Installatin Otins :

Plat9or";s< installed in the Shop. Pac/ing is installed in the Shop.

ining is installed in the Shop.

Note : !he C8 is computed from the first Element 0rom Node

Center o9 ravit- o9 Plat9or"s 6!$*.$*! "". Center o9 ravit- o9 Pac/ing 3+5.$++ "". Center o9 ravit- o9 i,uid 343.+* "". Center o9 ravit- o9 ining 3+.++3 "". Center o9 ravit- o9 %o&&les 4+!.*5! "". Center o9 ravit- o9 )dded Weights ;8perating< 3+.++* "". Center o9 ravit- o9 )dded Weights ;E"pt-< 3+.++* "".

Center o9 ravit- o9 2are Shell %e and Cold 3!35.6!4 "". Center o9 ravit- o9 2are Shell Corroded 3+!$.53+ "".

=essel C in the 8perating Condition 3$5.34 "". =essel C in the 'a7ricated ;Shop0E"pt-< Condition 3$!$.$63 "". =essel C in the Test Condition 3$$*.**6 "".

igging Analsis es4lts:

Total EJective ength o9 =essel 9or this anal-sis 56+.++ "". Total vessel eight ;%o i,uid< Tt 335$4.6* % I"pact eight "ultiplication 9actor I"p !.5+ #esign li9ting eight1 #WT I"p Tt 5+636. % Elevation o9 the Tailing ug ;7otto"< +.++ "". Elevation o9 the i9ting ug ;top < 55++.++ "". #esign @eaction 9orce at the tailing lug !54.$6 % #esign @eaction 9orce at the li9ting lug 35!5.+ %

C #istance 9ro" Tailing ug 3$!$.$6 "". C #istance 9ro" the %earer i9ting ug !6$!.!4 "".

C.itical Val4es:

(aH Stress Elevation )lloa7les %.0"" "". %.0"" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

2ending F36. **6+.45 !!.6 ;DF*3< Shear F!.$+ 46+.++ 6.6+ ;+.S<

0orces and Moments at selected ele9ations ,not all analysis points shown.:

#istance 2ending (o"ent 2ending Stress Shear 'orce Shear Stress "". %F" %.0"" % %.0""FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

+.++ +.+ +.+ !+$*$.$ +. !.$+ F*3$+$5. F3.3 $+.$ +. **5+.+ F**3!. F36.$ 6$$5!. !.$ *$+.++ F3*4$3.+ F3.5 F!3+6.4 F+.! 56*+.++ !4534.4 +.* 64$$.6 +.+

Unit C5ec9 (Act4al St.ess Alla;le St.ess,:

Ma4imum Unity Chec3 is


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Cente. 7 G.a?it Calc4latin : Ste: 1> 6:)% !a. 1*32016


4!


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,#ase.ing Calc4latins : Ste: 1* 6:)% !a. 1*32016

S9i.t Data : S/irt 8utside #ia"eter at 2ase S8# *5++.++++ "". S/irt Thic/ness ST?> !5.++++ "". S/irt Internal Corrosion )lloance SC) +.++++ "".

S/irt EHternal Corrosion )lloance +.++++ "". S/irt (aterial S)F5!6 +

#ase.ing In4t: Te 7 Ge%et.: Si%le #ase.ing N G4ssets

Thic/ness o9 2asering T2) 3+.++++ "". #esign Te"perature o9 the 2asering 3.$ LC 2asering (atl S)0E% !++*$F* 2asering 8perating )ll. Stress 2)S8PE !+3.++ %.0"" 2asering ield Stress *45.46 %.0"" Inside #ia"eter o9 2asering #I *3*+.++++ "". 8utside #ia"eter o9 2asering #8D *$++.++++ "".

%o"inal #ia"eter o9 2olts 2%# *5.4+++ "". 2olt Corrosion )lloance 2C) +.++++ "". 2olt (aterial S)F!3 2 2olt 8perating )lloa7le Stress S) !*.++ %.0"" %u"7er o9 2olts @% 6 #ia"eter o9 2olt Circle #C *65+.++++ "".

)re ussets to 7e used ; es0%o < DS% %

EHternal Corrosion )lloance C) +.++++ "".

#ead Weight o9 =essel #W 335$4.6 % 8perating Weight o9 =essel @8W 55+$4*.$ % Test Weight o9 =essel TW 4+4!. % Earth,ua/e (o"ent on 2asering EO(8( !*$+4!.! %F" Wind (o"ent on 2asering WI(8( 346!. %F"

Test (o"ent on 2asering T( !!4*3. %F" Percent 2olt Preload ppl !++.+

Dse )ISC )5.* Increase in 'c and 2olt Stress es Dse )lloa7le Weld Stress per )ISC A*.5 es

'actor 9or Increase o9 )lloa7les per )ISC )5.* !.3333 'actQ 2olt 8perating )lloa7le Stress 'actQ S) **.3* %.0"" )ll. Co"p. Strength o9 Concrete 'actQ 'C !!.+3* %.0""

Note : !he Concrete) -olt and Plate Stresses ha9e been increased by %>' per AISC A;& 60act D>'7

es4lts 7. #ase.ing Analsis : Anale Otin

2asering Thic/ness Calculation "ethod used : Si"pliKed ;Steel on Steel<

Calculation o9 oad per 2olt W02oltQ1 ;; 4 (0#C < F W < 0 @% per Aaad 'arr1 E,. !*.3 ;; 4 346!$0*65+.+++ < F 335$5


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6.5$* !5.+++0*4+.+++ +.4!! 1 "ust 7e less than !!.+3* %.0""

)lloa7le Concrete Stress $.3 'actQ !!.+3* %.0""

+etermine Ma4imum -endin/ $idth of -aserin/ Section 61w%)1w&7:

@! ;#ou F S/irt8#


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Calculated 9erall C8 ,.: (total 0 )total 4$*60$*.* !!5.3* "".

Calculated Moment of Inertia ,I.:

;)t t N Topth TT)0!* N )s s N Ts ?s0!* N )7 7 N ?7 T70!*< F (total0)total ;+.++ +.++ N +.++ +.++0!* N !+.* $*.5+ N !5.++ 6$.40!* N *.++ !*+.++ N *4+.++ 3+.++0!* < F 4$*60$*.* 35$4.3! c"4

1e2uired Section Modulus ,Gr. ? per 1oar3#s !able %B ref &< T8)# ;#I0* N < ;>* N +.5< 0 ;+.66 S- * pi< !54.;*3*+.++0*N!!5.3*


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2earing Stress ; %.0""


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Nle Calcs= : N2(200, Nl: 18 6:)% !a. 1*32016

INPUT VALUES3 Nle Desc.itin: N2(200, $.% : 20

Pressure 9or @ein9orce"ent Calculations P !*.3$$ 7ar Te"perature 9or Internal Pressure Te"p 5 LC

Shell (aterial S)F!+5 Shell )lloa7le Stress at Te"perature Sv !3$.++ %.0"" Shell )lloa7le Stress )t )"7ient Sva !3$.++ %.0""

8utside #ia"eter o9 2olted 2lind 'lange # $!*.$+ "". ?ead 'inished ;(ini"u"< Thic/ness t 4.5*+ "". ?ead Internal Corrosion )lloance c 3.++++ "". ?ead EHternal Corrosion )lloance co +.++++ "".

#istance 9ro" ?ead Centerline ! +.++++ "".

Dser Entered (ini"u" #esign (etal Te"perature +.++ LC

Type of Element Connected to the Shell : Nozzle

(aterial S)F!+6 2 (aterial D%S %u"7er >+3++6 (aterial SpeciKcation0T-pe S"ls. pipe )lloa7le Stress at Te"perature Sn !!$.++ %.0"" )lloa7le Stress )t )"7ient Sna !!$.++ %.0""

#ia"eter 2asis ;9or tr calc onl-< 8# a-out )ngle +.++ deg #ia"eter *++.++++ "".

Si&e and Thic/ness 2asis %o"inal %o"inal Thic/ness tn $+

'lange (aterial S)F!+5 'lange T-pe Weld %ec/ 'lange

Corrosion )lloance can 3.++++ "". Aoint EUcienc- o9 Shell Sea" at %o&&le E! !.++ Aoint EUcienc- o9 %o&&le %ec/ En !.++

8utside ProGection ho *+++.++++ "". Weld leg si&e 7eteen %o&&le and Pad0Shell Wo !+.++++ "". roove eld depth 7eteen %o&&le and =essel Wgnv 4.5*+ "". Inside ProGection h +.++++ "". Weld leg si&e1 Inside Ele"ent to Shell Wi +.++++ "".

Pad (aterial S)F5!6 +

Pad )lloa7le Stress at Te"perature Sp !3$.++ %.0"" Pad )lloa7le Stress )t )"7ient Spa !3$.++ %.0"" #ia"eter o9 Pad along vessel sur9ace #p 4++.++++ "". Thic/ness o9 Pad te !.+5++ "". Weld leg si&e 7eteen Pad and Shell Wp !5.++++ "". roove eld depth 7eteen Pad and %o&&le Wgpn !.+5++ "". @ein9orcing Pad Width +.46*5 "". )S(E Code Weld T-pe per DWF!6 >

Class o9 attached 'lange !5+ rade o9 attached 'lange @ !.!

!he Pressure +esi/n option was MA$P L static head ,to the no""le.

.o//le Sketh 3may not represent atual 4eld type1onfiguration5

46


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0 B B B0

Partially Inserted1Set6in .o//le, .o Pad

ein7.ce%ent CALCULATION3 Desc.itin: N2(200,

ASME Code) Section VIII) +i9 %) &


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(in (etal Te"p. 0o i"pact per DF*+;9< F* LC

MDMT of Nozzle Neck to !ad Weld for "e#nforcement pad, Curve: FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

8o9rn th3) t/ %%%%' ) tr %%D; ) c '


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; !3.3*+6 N 3$.!6! N *.$$ F +.++++ +.$6 < !3$ 4$$64.4 %

$eld Joad 6$&7: ;)* N )3 N )4 N ;* tn t 9r!*ead

!he Cut Jen/th for this No""le is) +rop L *o L * L ! : &


51/114

PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Nle Calcs= : !2(600, Nl: 1) 6:)% !a. 1*32016

INPUT VALUES3 Nle Desc.itin: !2(600, $.% : 80

Pressure 9or @ein9orce"ent Calculations P !*.! 7ar Te"perature 9or Internal Pressure Te"p 5+ LC

Shell (aterial S)F5!6 + Shell )lloa7le Stress at Te"perature Sv !3$.++ %.0"" Shell )lloa7le Stress )t )"7ient Sva !3$.++ %.0""

Inside #ia"eter o9 Elliptical ?ead # *!*.++ "". )spect @atio o9 Elliptical ?ead )r *.++ ?ead 'inished ;(ini"u"< Thic/ness t !5.5+++ "". ?ead Internal Corrosion )lloance c 3.++++ "". ?ead EHternal Corrosion )lloance co +.++++ "".

#istance 9ro" ?ead Centerline ! +.++++ "".



(aterial S)F5!6 + (aterial D%S %u"7er >+*++ (aterial SpeciKcation0T-pe Plate )lloa7le Stress at Te"perature Sn !3$.++ %.0"" )lloa7le Stress )t )"7ient Sna !3$.++ %.0""

#ia"eter 2asis ;9or tr calc onl-< 8# a-out )ngle +.++ deg #ia"eter 6+.6+++ "".

Si&e and Thic/ness 2asis )ctual )ctual Thic/ness tn !5.$5+ "".



8utside ProGection ho *5+.++++ "". Weld leg si&e 7eteen %o&&le and Pad0Shell Wo .++++ "". roove eld depth 7eteen %o&&le and =essel Wgnv !5.++++ "". Inside ProGection h +.++++ "". Weld leg si&e1 Inside Ele"ent to Shell Wi +.++++ "".

Pad (aterial S)F5!6 + Pad )lloa7le Stress at Te"perature Sp !3$.++ %.0"" Pad )lloa7le Stress )t )"7ient Spa !3$.++ %.0"" #ia"eter o9 Pad along vessel sur9ace #p 5+.+++! "". Thic/ness o9 Pad te !5.$5+ "". Weld leg si&e 7eteen Pad and Shell Wp !*.++++ "". roove eld depth 7eteen Pad and %o&&le Wgpn !5.$5+ "". @ein9orcing Pad Width !+.*+++ "". )S(E Code Weld T-pe per DWF!6 # This is a (ana- or )ccess 8pening.




5!


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0 0B B B B

Insert1Set6in .o//le With Pad, no Inside proetion

ein7.ce%ent CALCULATION3 Desc.itin: !2(600,



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%o&&le )ngle Dsed in )rea Calculations +.++ #egs.

!he area a9ailable without a pad is Insufficient!he area a9ailable with the /i9en pad is Sufficient

SEECTI8% 8' P8SSI2E @EI%'8@CI% P)#S: #ia"eter Thic/ness 2ased on given Pad Thic/ness: *4.**5+ !5.$5+ "". 2ased on given Pad #ia"eter: 5+.+++! !4.6* "". 2ased on Shell or %o&&le Thic/ness: 3!.$36 !5.5+++ "".

)rea @e,uired )Q: ; d tr' N * tn tr' ;!F9r!< < DF3;c< ;5$3.$5++!!.*54!.+N*!*.$5+!!.*54!.+;!F!.++


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8o9rn th3) t/ %;;


55/114

PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Nle Calcs= : N(0, Nl: 1 6:)% !a. 1*32016

INPUT VALUES3 Nle Desc.itin: N(0, $.% : )0

Pressure 9or @ein9orce"ent Calculations P !*.4+4 7ar Te"perature 9or Internal Pressure Te"p 5+ LC


Inside #ia"eter o9 C-lindrical Shell # *!*.++ "". Shell 'inished ;(ini"u"< Thic/ness t !6.++++ "". Shell Internal Corrosion )lloance c 3.++++ "". Shell EHternal Corrosion )lloance co +.++++ "".

#istance 9ro" 2otto"0e9t Tangent 3*3.5*+ "".



(aterial S)F!+6 2 (aterial D%S %u"7er >+3++6 (aterial SpeciKcation0T-pe S"ls. pipe )lloa7le Stress at Te"perature Sn !!$.++ %.0"" )lloa7le Stress )t )"7ient Sna !!$.++ %.0""

#ia"eter 2asis ;9or tr calc onl-< 8# a-out )ngle +.++ deg #ia"eter 5+.++++ "".

Si&e and Thic/ness 2asis %o"inal %o"inal Thic/ness tn !6+



8utside ProGection ho !5.++++ "". Weld leg si&e 7eteen %o&&le and Pad0Shell Wo 6.++++ "". roove eld depth 7eteen %o&&le and =essel Wgnv !3.!++ "". Inside ProGection h +.++++ "". Weld leg si&e1 Inside Ele"ent to Shell Wi +.++++ "". )S(E Code Weld T-pe per DWF!6 #




0 B B

B

Insert1Set6in .o//le .o Pad, no Inside proetion

ein7.ce%ent CALCULATION3 Desc.itin: N(0,

55


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8o9rn th3) t/ BD; ) tr *ead

!he +rop for this No""le is : 8> Ite% 13 Desc.itin: N(0, :

#ia"eter 2asis 9or =essel =7asis I# C-lindrical or Spherical =essel C-lsph C-lindrical Internal Corrosion )lloance Cas 3.++++ "". =essel #ia"eter #v *!*.+++ "". =essel Thic/ness Tv !6.+++ "".

#esign Te"perature 5+.++ LC =essel (aterial S)F5!6 + =essel Cold S.I. )lloa7le S"c !3$.++ %.0""

=essel ?ot S.I. )lloa7le S"h !3$.++ %.0""

)ttach"ent T-pe T-pe @ound

#ia"eter 2asis 9or %o&&le %7asis 8# Corrosion )lloance 9or %o&&le Can 3.++++ "". %o&&le #ia"eter #n 6+.3*5 "". %o&&le Thic/ness Tn $.3$ "". %o&&le (aterial S)F!+6 2 %o&&le Cold S.I. )lloa7le S%"c !!$.++ %.0"" %o&&le ?ot S.I. )lloa7le S%"h !!$.++ %.0""

#esign Internal Pressure #p !*.4+4 7ar Include Pressure Thrust %o

E4ternal 0orces and Moments in $1C %;'B Con9ention: @adial oad ;SDS< P !+4+.+ % ongitudinal Shear ;SDS< =l !+4+.+ % Circu"9erential Shear ;SDS< =c !+4+.+ % Circu"9erential (o"ent ;SDS< (c 3$+.+ %F"

5


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ongitudinal (o"ent ;SDS< (l 3$+.+ %F" Torsional (o"ent ;SDS< (t 3$+.+ %F"

Dse Interactive Control %o W@C!+ =ersion =ersion (arch !

Include Pressure Stress Indices per #iv. * %o Co"pute Pressure Stress per W@CF36$ %o

Note) W:6 (#lletin 308 "rovides e5#ations $or the diensionless c#rves $o#nd in %#lletin 148& As noted in the $oreword to %#lletin 308, ;308 is e5#ivalent to W:6 148;& Where 148 is "rinted in the res#lts %elow, ;308; can %e interchanged with ;148;&

W@C !+ Stress Calculation 9or SDStained loads: @adial oad P !+4+.+ % Circu"9erential Shear =C !+4+.+ % ongitudinal Shear = !+4+.+ %

Circu"9erential (o"ent (C 3$+.+ %F" ongitudinal (o"ent ( 3$+.+ %F" Torsional (o"ent (T 3$+.+ %F"

#i"ensionless Para"eters used : a""a !+5.+4

Di%ensinless La/s 7. Clin/.ical S5ells at Attac5%ent 4nctin:FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

Curves read 9or ! 2eta 'igure =alue ocationFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

%;P?I< 0 ; P0@" < +.+! 4C *+.*3+ ;)12< %;P?I< 0 ; P0@" < +.+! 3C *3.45 ;C1#< (;P?I< 0 ; P < +.+! *C! ` +.!! ;)12< (;P?I< 0 ; P < +.+! !C ` +.!6 ;C1#<

%;P?I< 0 ; (C0;@"* 2eta< < +.+! 3) +.63 ;)121C1#< (;P?I< 0 ; (C0;@" 2eta< < +.+! !) ` +.!++ ;)121C1#< %;P?I< 0 ; (0;@"* 2eta< < +.+! 32 3.*6 ;)121C1#< (;P?I< 0 ; (0;@" 2eta< < +.+! !2 ` +.+6! ;)121C1#<

%;H< 0 ; P0@" < +.+! 3C *3.45 ;)12< %;H< 0 ; P0@" < +.+! 4C *+.*3+ ;C1#< (;H< 0 ; P < +.+! !C! ` +.*3$ ;)12< (;H< 0 ; P < +.+! *C ` +.!+ ;C1#< %;H< 0 ; (C0;@"* 2eta< < +.+! 4) +.6! ;)121C1#< (;H< 0 ; (C0;@" 2eta< < +.+! *) ` +.+6! ;)121C1#< %;H< 0 ; (0;@"* 2eta< < +.+! 42 +.$3 ;)121C1#< (;H< 0 ; (0;@" 2eta< < +.+! *2 ` +.+ ;)121C1#<

Note ? !he mar3 ne4t to the fi/ure name denotes cur9e 9alue e4ceeded

Stress Concentration 'actors >n !.++1 >7 !.++

St.esses in t5e Vessel at t5e Attac5%ent 4nctin

Stress =alues at ; %.0""< T-pe o9 Stress oad )u )l 2u 2l Cu Cl #u #l FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

Circ. (e"7. P F!.* F!.* F!.* F!.* F!.4 F!.4 F!.4 F!.4

Circ. 2end. P F.+ .+ F.+ .+ F.* .* F.* .* Circ. (e"7. (C +.+ +.+ +.+ +.+ F+.6 F+.6 +.6 +.6 Circ. (e"7. (C +.+ +.+ +.+ +.+ F5!.* 5!.* 5!.* F5!.* Circ. (e"7. ( F*. F*. *. *. +.+ +.+ +.+ +.+ Circ. 2end. ( F3!.+ 3!.+ 3!.+ F3!.+ +.+ +.+ +.+ +.+

5$


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Tot. Circ. Str. F4!. 34.* *5.5 F**.5 F6+.4 56.4 43.* F44.FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

ong. (e"7. P F!.4 F!.4 F!.4 F!.4 F!.* F!.* F!.* F!.* ong. 2end. P F$.$ $.$ F$.$ $.$ F.+ .+ F.+ .+ ong. (e"7. (C +.+ +.+ +.+ +.+ F+.6 F+.6 +.6 +.6 ong. 2end. (C +.+ +.+ +.+ +.+ F3!.* 3!.* 3!.* F3!.* ong. (e"7. ( F+. F+. +. +. +.+ +.+ +.+ +.+ ong. 2end. ( F4.6 4.6 4.6 F4.6 +.+ +.+ +.+ +.+ Tot. ong. Str. F6+.4 56.3 4+.! F4!.5 F4+.+ 36.4 *3.6 F*4.$FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

Shear =C +.$ +.$ F+.$ F+.$ +.+ +.+ +.+ +.+ Shear = +.+ +.+ +.+ +.+ F+.$ F+.$ +.$ +.$ Shear (T 5.! 5.! 5.! 5.! 5.! 5.! 5.! 5.! Tot. Shear 6.+ 6.+ 4.3 4.3 4.3 4.3 6.+ 6.+FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

Str. Int. 6*.* 5.$ 4!.3 4*.4 6!.3 5.3 44. 46.3

-C 10>8> St.ess S4%%atins:

Vessel St.ess S4%%atin at Attac5%ent 4nctin

T-pe o9 Stress =alues at Stress Int. ;%.0"" < ocation )u )l 2u 2l Cu Cl #u #l FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

Circ. P" ;SDS< !*.! !3+.3 !*.! !3+.3 !*.! !3+.3 !*.! !3+.3 Circ. Pl ;SDS< F3.$ F3.$ !.5 !.5 F*.+ F*.+ F+.$ F+.$ Circ. O ;SDS< F3$.! 3$.! *4.+ F*4.+ F5$.4 5$.4 43. F43.FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

ong. P" ;SDS< 64.5 64.5 64.5 64.5 64.5 64.5 64.5 64.5 ong. Pl ;SDS< F*.! F*.! F+. F+. F!.$ F!.$ F+.6 F+.6 ong. O ;SDS< F5$.4 5$.4 4+.$ F4+.$ F3$.* 3$.* *4.* F*4.*

FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF Shear P" ;SDS< +.+ +.+ +.+ +.+ +.+ +.+ +.+ +.+ Shear Pl ;SDS< +.$ +.$ F+.$ F+.$ F+.$ F+.$ +.$ +.$ Shear O ;SDS< 5.! 5.! 5.! 5.! 5.! 5.! 5.! 5.! P" ;SDS< !*.! !3+.3 !*.! !3+.3 !*.! !3+.3 !*.! !3+.3FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

P"NPl ;SDS< !*5.* !*6.5 !3+.6 !3!.$ !*.! !*$.3 !*$.3 !*.6FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

P"NPlNO ;Total< $.6 !65.3 !54. !+$.+ 6.+ !$.+ !*. $6.4

Stress Summation Comparison'

T-pe o9 (aH. S.I. S.I. )lloa7le @esult

Stress Int. %.0"" FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF

P" ;SDS< !3+.3! !3$.++ Passed P"NPl ;SDS< !3!. *+.++ Passed P"NPlNO ;T8T)


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PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Nle Calcs= : !8(600, Nl: 16 6:)% !a. 1*32016

INPUT VALUES3 Nle Desc.itin: !8(600, $.% : )0

Pressure 9or @ein9orce"ent Calculations P !*.6*6 7ar Te"perature 9or Internal Pressure Te"p 5+ LC



#istance 9ro" 2otto"0e9t Tangent .5** "".




#ia"eter 2asis ;9or tr calc onl-< 8# a-out )ngle !$+.++ deg #ia"eter 6+.6+++ "".

Si&e and Thic/ness 2asis )ctual )ctual Thic/ness tn !5.$5+ "".



8utside ProGection ho !4.54$+ "". Weld leg si&e 7eteen %o&&le and Pad0Shell Wo .++++ "". roove eld depth 7eteen %o&&le and =essel Wgnv !3.!++ "". Inside ProGection h +.++++ "". Weld leg si&e1 Inside Ele"ent to Shell Wi +.++++ "".

Pad (aterial S)F5!6 +

Pad )lloa7le Stress at Te"perature Sp !3$.++ %.0"" Pad )lloa7le Stress )t )"7ient Spa !3$.++ %.0"" #ia"eter o9 Pad along vessel sur9ace #p !!++.++++ "". Thic/ness o9 Pad te !5.$5+ "". Weld leg si&e 7eteen Pad and Shell Wp !5.++++ "". roove eld depth 7eteen Pad and %o&&le Wgpn !5.$5+ "". @ein9orcing Pad Width *45.*+++ "". )S(E Code Weld T-pe per DWF!6 # This is a (ana- or )ccess 8pening.




6+


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0 0B B B B

Insert1Set6in .o//le With Pad, no Inside proetion

ein7.ce%ent CALCULATION3 Desc.itin: !8(600,



62/114


8o9rn th3) t/ %;(B; ) tr &BB ) c '


63/114


"in; !+1 ;5$3.$5 N !*.$5


64/114


!3.! 7ar

A9era/e Primary Membrane Stress 6Si/maA9/7: ; 9% N 9S N 9 < 0 )T ; !6*5.+4 N 4!$46$.656 N 5++!$


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9p 0 ; tau ; +.4 4*T < < 5+65+.650; $63.3$ ; +.4 !+.6+6 < < !!.*$* %.0""

Ma4imum Shear Stress in the $elds: "aH; tau!1 tau*1 tau3 < "aH; !!.!+$ 1 $.36$ 1 !!.*$* < !!.3 "ust 7e less than or e,ual to !3$.+ %.0""

Weld Si&e Calculations1 #escription: (3;6++<

Inter"ediate Calc. 9or no&&le0shell Welds T"in !*.$5+ "". Inter"ediate Calc. 9or pad0shell Welds T"inPad !3.++++ "".

-esults Per 7W6$%!$' @e,uired Thic/ness )ctual Thic/ness %o&&le Weld 6.++++ (in per Code 6.363+ +. Wo "". Pad Weld 6.5+++ +.5T"inPad !+.6+5+ +. Wp "".

(aximum Allo4a@le Pressure for this .o//le at this 2oation'

Converged (aH. )llo. Pressure in 8perating case !*.$++ 7ar

Note: !he MA$P of this Function was limited by the parent Shell>*ead

!he +rop for this No""le is : 'DB


66/114

PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Nle Calcs= : SG1 Nl: 1> 6:)% !a. 1*32016

INPUT VALUES3 St4//ing O4tlet Desc.itin: SG1 $.% : )0

Pressure 9or @ein9orce"ent Calculations P !*.63 7ar Te"perature 9or Internal Pressure Te"p 5+ LC



#istance 9ro" 2otto"0e9t Tangent 4.5! "".


Type of Element Connected to the Shell : Studd#ng $utlet


#ia"eter 2asis ;9or tr calc onl-< I# a-out )ngle *+.++ deg #ia"eter 3++.++++ "".

Si&e and Thic/ness 2asis )ctual @adial Thic/ness o9 Studding 8utlet 45.++++ "".


8utside ProGection ho *5.++++ "". Weld leg si&e 7eteen %o&&le and Pad0Shell Wo *+.++++ "". roove eld depth 7eteen %o&&le and =essel Wgnv !3.!++ "". Inside ProGection h +.++++ "". Weld leg si&e1 Inside Ele"ent to Shell Wi +.++++ "". )S(E Code Weld T-pe per DWF!6 # This is a (ana- or )ccess 8pening.


Studding Butlet Sketh 0 0 B

Studding 8utlet ;0SetFin<

ein7.ce%ent CALCULATION3 Desc.itin: SG1



67/114


@e,d th/ per DF3;a


68/114


!.$4

Compute Areas A$6A8< 3.o Pad5 or A$6A> 3With Pad5 '

Area Contributed by the Vessel $all 6A%7: t @ "aH; a"da041 ! < !3.+++ !+4.+++ "aH; !.$4041 ! < !3.5*+ c"

Area Contributed by the No""le utside the Vessel $all 6A&7: tn ? 4*.+++ 3$.+++ !5.6+ c"

Area Contributed by the utside 0illet $eld 6AD%7: +.5 eg4!*

+.5 *+.+++*

*.+++ c"

!he total area contributed by A% throu/h AD' 6A!7:

)! N 9rn; )* N )3 < N )4! N )4* N )43 !3.5*+N!.+++;!5.6+N+.+++


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8eneral Primary Membrane Stress 6Si/maCirc7: P @eJ 0 teJ !*.63 !35.+++0!3.+++ !3*.5 %.0""

Ma4imum Jocal Primary Membrane Stress 6PJ7: "aH; * Sig"a)vg F Sig"aCirc1 Sig"aCirc < "aH; * !65.!4+ F !3*.4 1 !3*.4 < !.$ %.0""

Summary of .o//le Pressure1Stress -esults' )lloed ocal Pri"ar- (e"7rane Stress Sallo *+.++ %.0"" ocal Pri"ar- (e"7rane Stress P !.$ %.0"" (aHi"u" )lloa7le Wor/ing Pressure P"aH !3.*+ 7ar

Strength of .o//le Attahment Welds per $6$# and 76"3g5

+iscontinuity 0orce 0actor 63y7: ; @nc N tn < 0 @nc

; !53.+++ N 4*.+++ *ead

!he +rop for this No""le is : %D


70/114

PV Elite 2016 Licensee: SKP THE!AL ENEG" SDN #HD$ileNa%e : #&SAC E'CHANGE ()*20+A+001,Nle Calcs= : SG2 Nl: 1* 6:)% !a. 1*32016

INPUT VALUES3 St4//ing O4tlet Desc.itin: SG2 $.% : )0

Pressure 9or @ein9orce"ent Calculations P !*.43+ 7ar Te"perature 9or Internal Pressure Te"p 5+ LC



#istance 9ro" 2otto"0e9t Tangent *.5** "".


Type of Element Connected to the Shell : Studd#ng $utlet


#ia"eter 2asis ;9or tr calc onl-< I# a-out )ngle *+.++ deg #ia"eter 3++.++++ "".

Si&e and Thic/ness 2asis )ctual @adial Thic/ness o9 Studding 8utlet 45.++++ "".


8utside ProGection ho *5.++++ "". Weld leg si&e 7eteen %o&&le and Pad0Shell Wo *+.++++ "". roove eld depth 7eteen %o&&le and =essel Wgnv !3.!++ "". Inside ProGection h +.++++ "". Weld leg si&e1 Inside Ele"ent to Shell Wi +.++++ "". )S(E Code Weld T-pe per DWF!6 # This is a (ana- or )ccess 8pening.


Studding Butlet Sketh 0 0 B

Studding 8utlet ;0SetFin<

ein7.ce%ent CALCULATION3 Desc.itin: SG2



71/114


@e,d th/ per DF3;a


72/114


!.$4

Compute Areas A$6A8< 3.o Pad5 or A$6A> 3With Pad5 '

Area Contributed by the Vessel $all 6A%7: t @ "aH; a"da041 ! < !3.+++ !+4.+++ "aH; !.$4041 ! < !3.5*+ c"

Area Contributed by the No""le utside the Vessel $all 6A&7: tn ? 4*.+++ 3$.+++ !5.6+ c"

Area Contributed by the utside 0illet $eld 6AD%7: +.5 eg4!*

+.5 *+.+++*

*.+++ c"

!he total area contributed by A% throu/h AD' 6A!7:

)! N 9rn; )* N )3 < N )4! N )4* N )43 !3.5*+N!.+++;!5.6+N+.+++


73/114


8eneral Primary Membrane Stress 6Si/maCirc7: P @eJ 0 teJ !*.43+ !35.+++0!3.+++ !3+.+ %.0""

Ma4imum Jocal Primary Membrane Stress 6PJ7: "aH; * Sig"a)vg F Sig"aCirc1 Sig"aCirc < "aH; * !6!.3 F !*.55 1 !*.55 < !4.+ %.0""

Summary of .o//le Pressure1Stress -esults' )lloed ocal Pri"ar- (e"7rane Stress Sallo *+.++ %.0"" ocal Pri"ar- (e"7rane Stress P !3. %.0"" (aHi"u" )lloa7le Wor/ing Pressure P"aH !3.*+ 7ar

Strength of .o//le Attahment Welds per $6$# and 76"3g5

+iscontinuity 0orce 0actor 63y7: ; @nc N tn < 0 @nc

; !53.+++ N 4*.+++ *ead

!he +rop for this No""le is : %D


74/114


INPUT VALUES3 Nle Desc.itin: N6(0, $.% : )0

Pressure 9or @ein9orce"ent Calculations P !*.6$* 7ar Te"perature 9or Internal Pressure Te"p 5+ LC



#istance 9ro" 2otto"0e9t Tangent 3.5** "".


Type of Element Connect

Documents

b Sac Exchanger (4820-A-001) Report