API 620 Calculation

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ACBI THIS DOCUMENT DOCUMENT IS THE THE PROPERT PROPERTY Y OF CHICAGO CHICAGO BRIDGE BRIDGE & IRON IRON COMPANY ("CB&I"). ("CB&I"). IT MAY MAY CONTAIN INFORMA INFORMATION TION DESCRI DESCRI TECHNOLOGY TECHNOL OGY OWNED BY CB&I CB&I AND DEEMED TO TO BE COMMERCIALL COMMERCIALLY Y SENSITIVE. SENSITIVE. IT IS TO BE USED ONLY ONLY IN CONNECTION CONNECTION WI PERFORMED BY CB&I. REPRODUCTION IN WHOLE OR IN PART PART FOR ANY PURPOSE OTHER THAN WORK PERFORMED BY CB&I CB&I I EXCEPT EXCEP T BY EXPRES EXPRESS S WRITTEN WRITTEN PERMISSI PERMISSION ON OF CB&I. CB&I. IT IS TO TO BE SAFEGUARDED SAFEGUARDED AGAINST BOTH DELIBERA DELIBERATE AN INADVER INADVERT T DISCLOSURE TO ANY THIRD PARTY.

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TABLE O# CONTENTS DESI$N CALCULATIONS D,3CRPTO' Table oA Contents Content s Tank Design nAormation nner Tank %iuid %eels nner Tank 3:ell Design Perlite Pressure 3:ell 3tiAAeners Design nner Tank $nnular Plate Design nner Tank 3eismic Design C:eck Concrete earing Ring Design Tank oiloAA 3usended Deck Design RooA Design RooA Comression ar Design Outer Tank Eind %oads Outer 3:ell Design Aor &ertical &ertical %oads Outer 3:ell 3tiAAener Design Outer Tank $nc:or 3tra Design 3*-,CT

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TABLE O# CONTENTS DESI$N CALCULATIONS D,3CRPTO' Table oA Contents Content s Tank Design nAormation nner Tank %iuid %eels nner Tank 3:ell Design Perlite Pressure 3:ell 3tiAAeners Design nner Tank $nnular Plate Design nner Tank 3eismic Design C:eck Concrete earing Ring Design Tank oiloAA 3usended Deck Design RooA Design RooA Comression ar Design Outer Tank Eind %oads Outer 3:ell Design Aor &ertical &ertical %oads Outer 3:ell 3tiAAener Design Outer Tank $nc:or 3tra Design 3*-,CT


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DESI$N CONDITIONS Design Code 'et Caacity Tank Tye Foundation Tye Design Product

$P 620 11t: edition $ddendum 24 $ug 2010 #B42)# m Double Eall 9it: 3usended 3usen ded Deck ,leated Pile Ca ,t:ylene

Design Product Oerating Density Design Product Temerature Design nternal Pressure Design &acuum Pressure Design Oerating Pressure

B67 kg(m Design +etal Temerature emerat ure !10; GC Design Construction Temerature 17 mbar?g@ B mbar?g@ 7 mbar?g@

!10B GC ;2 GC Design Design +aH. $mbien $mbien

RooA %ie %oad 12B kg(mI 3usended deck Construction %oad B0 kg(mI $llo9able Tank Tank oil!oAA 0.1J ( day based on gross olume to maH maH design liuid leel Corrosion $llo9ance 0.0 mm nner tank 0.0 mm 3usended Deck 1.6 mm Outer tank s:ell4 bottom4 and rooA late 0. mm(side Outer tank stiAAeners and rooA Araming 3eismic CriteriaK oriLontal $cceleration &ertical &ertical $cceleration Eind %oad CriteriaK TAN% $EO&ETR' nner TankK Outer TankK 'ominal Diameter 3:ell eig:t Design %iuid %eel ?%%@

0.0B# g Aor mulsie +ass 0.0110 0.0110 g 0.0B# g Aor mulsie +ass $3C, 7!0B4 ;2.7 m(s maH. 9ind seed

#)4200 mm #04BB0 mm #04200 mm

Aor Conectie +ass

;14200 mm #24;B0 mm !!! +aHimum 'ormal Oerating %iuid %eel

%o9 %iuid %eel ?%%%@ +inimum Pum Do9n %eel ?%%%%@ Outer Tank RooA Radius

700 mm B;6 mm !!!

!!! !!! #24)60 mm

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&ATERIALS nner 3:ell Plate nner 3:ell 3tiAAener 3usended Deck Rods 3usended Deck 3tiAAeners Outer RooA Framing Outer Tank Comression ar INSULATION ottomK

$3T+ $BB# Tye 1 $3T+ $BB# Tye 1 nner ottom ( $nnular Plate $3T+ $BB# Tye 1 3usende $3T+ $2;0 Tye #0; $3T+ 20)!B0#!0 Outer Tank 3:ell ( ottom Plates $3T+ $#6 $3T+ $B7# 5r. 70 Outer Tank $nc:or 3tras

$3T+ $B7# 5r. $3T+ $B7# 5r. 7

*nder nner Tank ottom ?2@ ! 12B mm layers oA % 00 Cellular 5lass nsulation *nder nner Tank  3:ell 2#0 mm oA Resilient Fiberglass lanket on inner s:ell ,Handed Perlite t:roug: remainder oA annular sace Deck #00 mm oA Fiberglass lanket 3*-,CT

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Inner Tan( Li)*id Levels M dM mm C C

nner Tank Diameter ?Earm@ ,rection Tem Product Oerating Tem mm(mm T:ermal CoeAAicient oA ,Hansion mm nner Tank Diameter ?Cold@ #)200 ;6 !10; 0.001B7120 #)1#
'EC M m# mm

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'ormal +inimum Oerating %eel *sed #B#10 2)#B0 #00B0 'et Eorking CaacityK &olume bet9een %%% and %% eig:t oA 3:ell reuired Aor calculated olume mm #00B0 1.1 1B0 #0200 #0200

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&olume bet9een %% and %%?CO@K #0 minutes at maH Ailling rate mm +inimum %% Reuired

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+inimum Freeboard er $P 620 10.0 #0B00

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#6;;7.6 #6###.2 M M dM M M mm mm mm

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SUBJECT

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T$'" 3,%% P%$T, TC"',33 20000 +T ,t:ylene Tank 20000 +T ,t:ylene Tank +aterial K $BB# TP,  ++ #)200 #0BB0 #0200 D M Tank Diameter  M Tank eig:t % M ig: %iuid %eel Design $R kPa ++ 20 "5(C+2 0 0 0 0 Pressure Product 3. 5. "5(+# PCF Density T5 M 3eciAic 5raity oA Test Eater PM 0 35 M 0 B66BB; 0 0 #B B 1.000 ++2 + 3d M Design 3tress 3t M Test 3tress Fu M *ltimate 3trengt: Tmin M +inimum Code T:ickness C$ M Corrosion $llo9ance ' M 'umber oA 3:ell Rings 2#.;#B; #;.661# 70.#07 6.#B 0

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PERLITE RESERVOIR +IT, #ENCE INPUT ;2 B0 !10B #B ;1.2 #).2 #2.)6 #0.BB 1.;# 2#0 #7.B77 11#0 2 2B 2B 12.B #0 #0B ;0.0 1000 #.6

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c M Rod  ta s  3F M CF M  M

 D3 M RD M

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RooA(3:ell $ngle used in calculations ?Arom comression bar d esign@ Distance Arom  3:ell to Deck Rods 3um oA $erage nner and Outer 3:ell T:ickness J Perlite Reseroir Contingency J nitial Perlite Comression Factor Aor Resilient lanket $ssumed $ngle oA Perlite 3lid deg deg reseroir $ssumed loose Aill erlite angle mm Dead 3ace aboe To oA 3:ell mm DiAAerential Tank +oement mm deg $nnular 3ace Eidt: T:eoretical RooA(3:ell $ngle M asin?Do(?2QRR@@ Comression ar angle used in calcu deg

9M  M u M OUTPUT Solvin! for Area Re)*ired 172.B0 1B2 9NrsNc M $re M mm Comressed Resilient lanket M 9Nrs!?cAQ9Nrs@ cm2 M?:iQ100@QRD(10Q?13F(100@ Solvin! for Len!ts for &a- Teoretical Area Provided #).)222 1B)B.71 7)).B0 2;).;1 10;.)1 126;.6; 112B.00 )7#.1# 2;0#.1# M deg M10!)0!U!V :y1 M mm M9#Qsin?)0U@(sin?@ 91 M mm M9!9NrsNc!tags 92 M mm :1Qtan 9# M mm M9192 Solvin! for &a- Teoretical Area Provided )); 1;0# B10; 1BB01 $1 M cm2 M?:1Q91@(100 $2 M $# M cm2 cm2 M??:1Q92@(2@(100 M?9#Q:2@(2(100 $t:eory M cm2 M$1$2$#

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mm mm mm mm

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Solvin! for &ini.*. Perlite Blan(et ,ei!t 22.;222 60 17.B 2;1. 176.07 177B 1##B.0 261.67 1B).B7 207.# )20.2B 162;.21 WM deg M)0!V!X mM mm YM deg M)0!X nM mm ZM deg M)0!U!Y oM mm LM mm M10Q[?2Q$oer@(?tanW  tanZ@\.B 9B M mm M mm MLQ?tanW  tanZ@ : M mm Aence M +M Press*re mm +inimum lanket eig:t needed. ncludes 1B0mm oA Areeboard M :1B0 mm %ocation oA Perlite Fill +ark M :y1!m 0.17;1 0.)0 RD(9Nrs M Reservoir Percenta!e lanket Pressure M ka 6.1 J Proided Reserior as a ercentage oA $nnular 3ace M $t:eory(??9!9NrsNc@(10Q:i@Q100 3*-,CT

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C%!00001 PRO$RA& S/0123XLS 4 DESI$N O# S,ELL STI##ENERS #OR UNI#OR& EXTERNAL PRESSURE ?Design basis is t:e aer ],Hternal Pressure on Cylinders] Arom t:e 3FP$ booklet ]Design oA Plate 3tructures]4 reised -une 1)B@ #)200 #0BB0 10 0.)0 1)6;7 0.# 10#.;2 ;) #02 # 2 2

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 M Fa M 3clrNT M 3clrN M F1 M F2 M 'to M 'maH M mm tank diameter mm ea

ProgramK

301#.Hls

DateK ReK

1#!-an!10 #

tank :eig:t number oA s:ell rings

kPa design eHternal ressure +Pa Poisson^s ratio +Pa

modulus oA elasticity

allo9able comressie stress [min oA 10#.;2 +Pa  0.;QFy\

mm minimum s:ell ring /oint clearance at to oA s:ell ring ?std M 1B0 mm@ mm minimum s:ell ring /oint clearance at bottom oA s:ell ring ?std M 1B0 mm@ Aactor oA saAety Aor stiAAener moment oA inertia ?3td M #@ Aactor oA saAety Aor stiAAener sacing ?std M 2@ number oA nodes Aor to ring ?std M 2@ maHimum number oA nodes Aor intermediate rings ?std M 10@ ,ual s:ell ring :eig:ts_ ?1 or TR*, M yes4 0 or F$%3, M no@ Location of Inter.ediate Sell Stiffeners &a-i.i5in! Distance #ro. To" of Tan(6 Ring eig:t Ring 'o.

Oerride 3tiAA. ,le.

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t mm

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Rin t 3tiAA. 3acing %s^ mm

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STI##ENERS #OR TAN% S,ELL ProgramK s:elstiA. .6 #)200 20 200 7;)  1.BB 1 DM M ts M :ell M mm Tank Diameter Date $r ^0) mm Rat:ole Dimension mm Distance From To 3tiAAener to To oA Tank ?A Dts M 04 rogram disregards@ kg(m 3:ell +aterial *nit 3tiAAener nside or Outside oA 3:ell_ ?,nter  or O@ 3:ell Particiation ?e.g. 037/ Rt or 0388 Rt@ 3:ell Particiation $rea %imited to 3tiAAener $rea_ ?TR*, or 1 Aor yes@ 1)600 D D RM mm Tank Radius ts M t:ickness oA s:ell 9 M 9idt: oA stiAAener t9 M t:ickness oA stiAAener 9eb bA M 9idt: oA stiAAener Alange tA M t:ickness oA stiAAener Alange 3tiAAener bA tA Hb R 9

ts

3tiAAener bA tA Hb R 9 C2 C1

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Eeig:t mm

$rea kg

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102.B2 ;0.2; ;0.2; B1.7#

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262)0 1072 10B; 221B

117 10# 10; 162

Eeig:t oA 3tiAAeners M

1#)62 kg M 1#6)2B ' &eriAy CalculationsK ? $ll Dimensions are +etric @ $s M minimum oAK 1@ ts Q 3:ell Particiation Q ?R Q ts@ 0.B 2@ ts Q 1(2 Q 3:ell Particiation Q ?R Q ts@ 0.B  ts Q Dts ?alies only iA Dts ` 0@ #@ area oA added stiAAener ?iA ]3:ell Particiation $rea %imited] inut is TR*,@ $9 M ?9!R@ Q t9 H9 M ?9Rts@(2

d9 M H9 ! Hb

Hb M  $H( $

C1 M Hb  ts(2

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HA M 9  ?ts  tA@(2

3:ell 3tiAAener Eeb 3tiAAener Flange $ H $H d  $  $H $s 0 0 $9 H9 $9QH9 $A HA $AQHA

$dI o  $dI o Hb $s Q HbI d9 $9 Q d9I dA $A Q dAI

$s Q tsI(12 ?9 ! R@ Q t9(12 bA Q tA(12

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. C%!00001 Ann*lar Plate Desi!n "er API497/: 00t Ed3 Add3 7 A*!*st 7/0/: A""endi- ; 0 In"*t6 #)200 #0200 0.B616; 1;.#7 B0 0

ProgramK DateK

$nnular!Plate.Hl )!-un!0#

0 DM %% M 35 M tN1 M P M caN1 M caNa M mm Tank Diameter mm ig: %iuid %eel Product 3eciAic 5raity mm T:ickness oA >1 3:ell Plate mm +inimum $nnular Plate Pro/ection Outside oA 3:ell mm Corrosion $llo9ance on >1 3:ell Ring mm Corrosion $llo9ance on $nnular Plate in. 0.B6B7 11.;6 16;# 1170 taNo M Nre M %e M mm Oerride T:ickness oA $nnular Plate cm; Reuired +oment oA nertia Reuired Aor erlite ressure mm $nnular Plate %engt: nside oA 3: Deter.ine Ann*lar Plate Tic(ness = Len!t6 22).B 10.#2 003<9 ##2 0.;062B 3M taNmin M ta M +Pa 3tress in >1 3:ell Ring M [35Q%%Q).066B(1000I \QD([2Q?tN1!caN1@\ mm +inimum $nnular Plate T:ickness Per $P 620 Table
1).#

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Seis.ic Desi!n Calc*lations "er API 97/ 00t Ed3 Add3 7: A""endi- L T:is calculation deries t:e accelerations to be used in t:e inner tank design. Parameters are deried Arom $3C, 7!0B4 and PC!,+!00!,D!001 3ect. ).0. 'ote t:at er $P 620 %.14 since seismic coeAAicients are so l D 1.2B 3C M M 3s M 31 M T% M < M R9 M MDM M , M r:o M Ci M Ti M Ts M Tc M +C, 3ite class Arom PC!,+!00!,D!001 3ect. ).0 mortance Aactor g 3:ort eriod sectral acceleration ?3ee 'ote 1@ g 3ectral acceleration Aor 1 s sec %ong!eriod transition eriod ?assumed conseratie alue@ 3caling Aactor ?er $P 620 %.;.2.1.2@ nner tank resonse modiAication Aactor 9it: C%, ?1.0 Aor O%, and conectie mass.@ ?1.7B Aor anc:ored4 or 1.B Ao ?2.B Aor anc:ored4 or 2.2B Aor unanc:ored $. R inner tank. 2.0 Aor all outer tanks.@ mm Tank liuid :eig:t

mm Tank diameter mm Eeig:ted aerage t:ickness oA inner tank s:ell oer 9etted :eig:t +Pa +odulus oA elasticity oA inner kg(m# Product density CoeAAicient Aor determining inner tank eriod ?Arom $P 6B0 Figure ,!1@ sec mulsie eriod oA t:e inner tan sec %iuid slos:ing conectie eriod ?Arom $P 6B0 ,. ,!2b@ 0.0; 0.02 7 1.000 1.B #00B0 #)200 10.6) 1)));) B6 6.062 0.;16 0.7B0 6.B7 Fa M F M "i M $i M $ M "c M $c M :s M s M C%, 3:ort!eriod site coeAAicient Arom $3C, 7!0B Table 11.;!1 %ong!eriod site coeAAicient Arom $3C, 7!0B Table 11.;!2 mulsie daming multilier ?1.0 Aor BJ daming u.n.o@ g mulsie mass acceleration M "iQ FaQ 3sQ (R9 Aor Ti MTs g mulsie mass ertical acceleration M 2(# Q $i Q R9 ?see 'ote 2@ Conectie daming multi g Conectie mass acceleration M "cQ
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. 1B C%!00001 SSE E; S,ELL ,OOP LOADS AND STRESSES ?ReA. $P 6B0 ,.6.1.;@ #)200 #0BB0 #0200 0.B6) 0 0 0.7 0.0B# 0.0110 0.0B# 1.## DM t M t M 35 M Pi M Pri M $i M $c M $ M 3 M mm Tank diameter mm Tank :eig:t mm 3eismic Design %iuid eig:t Product seciAic graity mm 2O Design internal ressure Aor s:ell mm 2O Test internal ressure Ratio oA Oerating to Design nternal Pressure Aor 3eismic ?$P 620 3ection B.;.2.A@ g mulsie acceleration g Conectie acceleration g &ertical acceleration ?100J@ 3tress increase Aor 33, ,< er $P 620 $ % $llo9able 3tress T:ickness T:ickness Produ ?$s uilt@ t ?Corroded@ ' ?'( ield Product ydrotest ?mm@ tc ?mm@ Design Point ?$mbient@ ?$mbient@ ?+Pa@ Ring Eidt:  ?+Pa@ ?+Pa@ Ring ?mm@ ?mm@ ?m@ Page

10 )  7 6 B ; # 2 1 sum MM Ring

B6.06 B6.06 B6.06 B6.06 B6.06 B6.06 B6.06 B6.06 B6.06 B6.06 #0BB0 imulsie Aorce 'i ?'(mm@

22).2; 22).2; 22).2; 22).2; 22).2; 22).2; 22).2; 22).2; 22).2; 22).2;

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#0BB #0BB #0BB #0BB #0BB #0BB #0BB #0BB #0BB #0BB

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conectie Aorce 'c ?'(mm@

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7.000 7.000 7.000 7.000 7.100 .B60 10.010 11.;60 12.)10 1;.#70 '  PriQ'i  ,< 3R33 ?'(mm@

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C%!00001

SSE E; SEIS&IC &O&ENTS AND S,ELL VERTICAL LOADS AND STRESSES #)200 #0200 B00 0.B6) 6B.7 0.0B# 0.0110 0.0B# 20#2B; 1;B7;0 602B7 2676 1#7 1227 016 11.;1B

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20.712 DM tP M mm Tank diameter mm design liuid leel 9ai M mm 35 M kg(m den M $i M $c M $ M E g g g k' k' M Ei M Ec M Es M k' k' k' k' EstiAA M k' m m Eerlite M 3:ear M i M c M

1(2 s:ell insulation t:ickness 3eciAic graity erlite density mulsie acceleration Conectie acceleration &ertical acceleration Eeig:t oA roduct ,AAectie imulsie 9eig:t ,AAectie conectie 9eig:t 3:ell 9eig:t 3:ell stiAAener 9eig:t Eeig:t oA 1(2 oA erlite in annular sace 3R33 s:ear M srt??$iQ?EiEsEstiAAEerlite@@I ?$cQEc@I@ Center oA action oA imulsie 9eig:t Aor ring9all moment ?,.6.1.2.1@ Center oA action oA conectie 9eig:t Aor ring9all moment ?,.6.1.2.1@

is M

m

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ic M

m

Center oA action oA conectie 9eig:t Aor slab moment

+stiAA M +ir9 M +cr9 M

k'!m k'!m +oment Arom s:ell stiAAeners k'!m Ring9all moment due to imulsie 9eig:t Ring9all moment due to conectie 9eig:t

+islab M +cslab M Fys M

k'!m k'!m 3lab moment due to imulsie 9eig:t 3lab moment due to conectie 9eig:t +a ield strengt: oA s:ell

1.12;0 17.;B2 21.)01 1; 72 1#72 1#B6B1 1;B16 B6.0B Ring Eidt: Corroded +etal  1(2 3eismic Total 3:ear RooA 3:ell ?mm@ T:ick ?mm@ insul. Eeig:t 3:ear ?k'@ ?k'@ 3eismic ?'@ +oment ?k'! m@

#0BB #0BB #0BB #0BB #0BB #0BB #0BB #0BB #0BB

7.000 7.000 7.000 7.000 7.100 .B60 10.010 11.;60 12.)10

#2B;; #2B;; #2B;; #2B;; #2#1 #70666 ;12662 ;B;6B7 ;)66B#

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7);7 16)2# 2B)) #;7; ;#B0 B22B 6101 70777 7)7B2

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12#0 261 ;007 B#)6 67B 17# )B62 10)B1 12#;0

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C%!00001

SSE E; SEIS&IC &O&ENTS AND S,ELL VERTICAL LOADS AND STRESSES >Con?t@

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Rin 9all moment 3R33 3lab moment ?3R33@

kPa Total Et ?'@

Dynamic ressure on tank bottom ?3R33@ ,Ht Pres ?'(mm@

2027# ;0B;76 6021B 10)B# 1016B7 126;B07 1BB;;2# 16##; 22602;1 2676;##

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6.6) 1;.2 21.)1 2).B) #7.#1 ;B.0 B2.)0 60.77 6.72 76.7#

Total %oad ?3R33@ ?'(mm@

.;2 17.7; 27.11 #6.B2 ;6.00 BB.) 66.1) 76.)1 .0B )).62

3tress ?3R33@ ?+Pa@

1.20 2.B# #.7 B.22 6.; 6.B# 6.61 6.71 6.2 6.)#

64;#2

At!ki

1024;6

At!ki

16;..7)

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Fc $llo9able Fc $llo9able comression ?+Pa@

1;.2 1;.2 1;.2 1;.2 1B.0# 1.12 21.1) 2;.26 27.## #0.;#

SSE E; ANC,ORA$E ?ReA. $P 6B0 ,.6.2.1@ #)200 #0200 0 0.B66BB1 0.BB7 11.;6 B6.06 B6.06 0 0 2676;## 2676;## M tP M Pi M 35 M 5e M ta M Fy M Fys M Er M lM mm Tank diameter diamete r mm Design liuid leel mm 2O nternal ressure Product seciAic graity ,AAectie seciAic graity 9it: ertical acceleration M 35Q?1 ! 0.;Q$@ mm T:ickness oA bottom late under s:ell ?eHcluding corrosion allo9ance@ +Pa +Pa ield strengt: oA bottom s:ell ring ' Eeig:t oA rooA on s:ell ?incl sno9@ 0.0 '(m ' Eeig:t oA to angle(com bar 0.0 '(m ' )272 217##.0 112600.0 0.0 +r9 M 9t M 9a M 9int M k'!m Ring9all moment ?3R33@ '(m Eeig:t at base oA s:ell 1;).2 lb(At '(m '(m *liAt Arom internal ressure 0.0 lb(At 0.;B1 6.)B #0.;26 -M Ac M Fc M $nc:orage ratio ? .7B4 no calculated uliAt4 uliAt4 tank may be selA!anc:ored@ +Pa +aH. longitudinal comressie stress at bottom oA s:ell ))07;.2 '(m +Pa +Pa T$'" 3 3,%F!$'COR,DK %s M 1170 mm 3elected 9idt: oA annular late %min M %maH M

mm mm

+inimum inside ro ec ection oA annular late +aHimum inside ro/ection oA annular late

yu M

1166 1#72 0 1;7

mm

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,: M

77.#

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B2)).B lb(At SLIDIN$ RESISTANCE Es M 2676;## '

?ReA. $P 6B0 ,.7.6@ Eeig:t oA s:ell ?as!built@

EstiAA M

Eeig:t oA 3:ell stiAAeners

1#6)#0

'

ield strengt:

Eeig:t oA s:ell

Product load res

$llo9 $llo9.. longit longitudi udin n

Er M EA M E M Ei M Ec M M $i M $c M $ M &i M &c M

0 6)#66 20#2B; 1;B7;0 602B7 0.B77 0.0B# 0.011 0.0B# 7)60 66#

' ' k' k' k'

k' k'

Eei :t oA rooA includin s eciAied sno9 load and to an le(com . bar Eeig:t oA tank Aloor Eei :t oA roduct ,AAectie imulsie 9eig:t ,AAectie conectie 9eig:t Friction coeAAicient m ulsie acceleration Conectie acceleration &ertical acceleration 100J mulsie s:ear M $iQ??EsEstiAAErEA@(1000Ei@ Conectie s:ear M $cQEc

&M

7)7

k'

3eismic s:ear M srt?&iI  &cI@

&s M

11626

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,$R'5 R'5 $'$%33 Descrition K nner Tank earing Ring Aeet ( mm #)200 #0BB0 #2#2B #0200 < 1 1;.#7 inc:es ( mm mm mm mm

Di M Tank Diameter ?mm iA ` 1000@ i M nner Tank eig:t ?mm iA ` 1000@ o M Outer Tank eig:t aboe earing Ring ?mm iA ` 1000@ mm

Program !R Re ;a +a

%% M Design %i

T%% M Test Eater %eel ? *se only 9it: Test Code M ]O] elo9 @ Test Code S < M $n < S R M $n R or Test t T5 M 3eciAic 5raity oA Test Eater mm 3t:k M nner Tank Ring 1 3:ell T:ickness ?mm iA `2@ mm C M *ncomressed Resilient lanket T:ickness ?mm iA ` 26@ 2#0 cA 35 lbs lbs(At PD M Product Density Es M Eeig:t oA nner 3:ell Ess M Eeig:t oA nner 3:ell 3tiAAeners Er M Eeig:t oA nner RooA Eri M Eeig:t oA nner RooA nsulation #B.B 601700 #071 ' 33, ,art:uake  M es S ' M 'o ?DeAaults to O, ,art:uake@ ;;1.62B 16;.7) 0.021#2 lbs(in , M ,art:uake %oad ?maH seismic comression +(3 S ,:@ sA ,1 M ,art:uake Pressure ?bottom ressure at s:ell S P @ &e M &ertical ,art:uake Factor M 0.;Q$ #oa.!las Data Foamglas Density %! S 00 S 1000 S 1200 S 1;00 +aterial et9een Foamglas lock %ayers S $ M $s:alt S O M Ot:e 'ormal Test ,art:uake 1000 $ ;.#B 6;.;6 0.00 ;.#B Foamglas earing M Fb Oerride P3 P3 si A^c Concrete #000 M 3td si

Fy ! Rebar Cryogenic Design _

 M es

$61B!60 M 3td M 60000 si ' M 'o ?9( es Fs M 12000 si@

2)00 60000  inc:es or mm in mm mm mm

T M *er earing Pad T:ickness T M earing Ring T:ickness % M earing Ring %engt: " M earing Ring OAAset Outside oA 3:ell

200 00 #60 O% ooked Rebar_  M es ' M 'o ?normal M 'o@ )0 or 10 Deg ook_ Plane oA ook &ertical or oriLontal_ ? & or  @  10

min M # ?in@ min M 6 ?in@ min M #0 ?in@ min M 1; ?in@

& 3*-,CT

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3O%*TO' $t nside Radius oA earing Ring ! P3

'ormal 1<3
Test <13/8

$t Outside Radius oA earing Ring ! P3 $llo9able earing 3tress ! P3

132< ;.#B O"

/30

3:ear 3tress at D or ! D P3 $llo9able 3:ear 3tress at D or !D P3

3/9 B).2; O"

3/

3:ear 3tress at D(2 or ! D(2 P3 $llo9able 3:ear 3tress at D(2 or ! D(2 P3

0730/ 107.70 O"

,art:uake <93<1 ;.#B O"

7031 0.00 O"

7;.0B O"

7238< 7.7 O"

07327 1#;.6# O"

<7322 1;#.2B O"

Di.ension % &UST e $reater tan or E)*al to %.in Belo ,nglis:

+etric

Rebar 3iLes Radial S $d/ust ar 3iLes to 5ie Desired 3acing *sing ar 3iLes 'ot 3:o9n 3teel

; ; Temerature 3teel +ay 5ie ncorrect Results 'umber oA Temerature ars S 0 M Program Calculates ,nglis: Rebar 3iLes ? ar 3iLes are in ,ig:ts oA an nc: in Diameter @ # S ; S B S 6 S 7 S  +etric Rebar 3iLes ? +etric ar 3iLes are Diameters @ 10 S 1B S 20 S 2B ; radial temerature Area O%

O% %.in 32/ ; 'o. oA ars ar 3iLe $rea Re^d ?n2(Ft @ 0.#2 0.;B $rea Re^d ? n2 @ $rea er ar ? n2 @ 0.20 /3 Area Provided > InF7 @ S"acin! >in@ 312 ).16B 3acing ?in@ T:ese &alues are Aor ReAerence Only

>;

>;

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,$R'5 R'5 $'$%33 Tank DescritionK nner Tank earing Ring earing Ring DataK T ! earing Ring T:ickness ! ' % ! earing Ring %engt: ! ' " ! earing Ring OAAset Outside oA 3:ell ! ' 7.7;01B7; #1.;)6062)) 1;.17#22#B D ! Rebar Det: ! ' C ! Comressed lanket T:ickness ! ' 3 ! 3:ell %oad ! %3(' R ! lanket %oad ! %3(' , ! ,art:uake %oad ! %3(' ,< ! ,art:uake Pressure ! P3 E1 ! Product Pressure ! P3 E2 ! Concrete Pressure ! P3 E# ! Perlite Pressure ! P3 E; ! Test Pressure ! P3

A^c ! Concrete Desi n 3tress ! P3 Fs ! Rebar Design 3tress ! P3

Program !R Re ;a +ar )7

2)00 12000

SOLUTION P ! Total Do9n %oad ! >(' + ! +oment $t Outside ,dge oA 3ection ! '!>('  $R ! ' +C% ! +oment $bout Centerline ! '!>('

'ormal

Test

,art:uake

6.12; 7.2;;0);; 1#0.;B 6.#0 ;;1.6# 1.1; 2;.;# 0.6 #.02 #0.B# 602.#; 60.) 1076.6# 12011.; 1;26B.B2 1)7).B 1).); 20.)B 17.6# 2B26.21 #B;2.7) 202B.0 %!1000 S Foamglas 3tressK Fa ! Due to &ertical %oad ! P3 Fb ! Due to Oerturning +oment ! P3 $t nside Radius oA earing Ring ! P3 $t Outside Radius oA earing Ring ! earing Ring $nalysisK 3:ear  "!T!D ! >(' 3:ear  "!T!D(2 ! >(' 3:ear  "D(2 ! >(' 3:ear  "D ! >(' 7;.0) 7.B1 262.61 1).12 21.62 #;.1 1B.2 21.;# 12.2B 1<3(' Rebar $rea Reuired ! 3<. '.(FT 3:ear 3tress at D or ! D P3 $llo9able 3:ear 3tress at D or !D P3 3:ear 3tress at D(2 or ! D(2 P3 $llo9able 3:ear 3tress at 3*-,CT

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C%!00001

Program !R'5 Re ;a +ar )7 Dimension 3ummary 200 00 1B6 #60 # TM mm %M mm DM mm "M mm C Clear Coer M mm " 10 Deg ook Outside ,nd Only D T Temerature 3teel % Rebar 3ummary Radial 3teel Temerature 3teel >; ar 3iLe >; ar 3iLe 7.#7 +aHimum 3acing ? inc:es @ ).17 +aHimum 3acing ? inc:es @ ; 'umber oA ars 3*-,CT

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C%!00001

T,R+$% %O33 Arom '3*%$T,D T$'" 204000 +T ,t:ylene Tank ProductK ,T%,', Tank TyeK Double Eall Oen To 9it: 3usended Deck FoundationK ,leated 9it: $ir 5a *nder NSUAN 1A2RAS 3 ]"] M T*!in(:rQoFQAt2 ottom Deck 3:ell earing Ring *nder earing Ring allo9able boiloAA rate

"b M "d M "s M "br M "bi M M

/3782 /3708 /3711 77 /377 /30

Program ,20#13 Re ; Feb 0

E(?mQC@

%!00 Fiberglass lanket Perlite Concrete %!1000 J(day

0.0#72 0.0#10 0.0##6 #.17#0 0.0;21

NSUAN 4C5N2SS2S 3 nc:es ).;2B b M T:ickness oA ottom nsulation 7.7;0 br M T:ickness oA earing Ring #1.;)61 Ebr M Eidt: oA earing Ring 1;.17#2 %br M OAAset oA earing Ring Outside oA 3:ell ;.)21# bi M T:ickness oA nsulation under earing Ring ? mm ` B0 @ 11.110

+eters 0.2B

0.#6 0.12B

d M T:ickness oA Deck nsulation

1.0B

Cl M eat %eak Contingency

207.B6

 M eat oA ,a oration T*(%

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+et

1#B.1706 Do M Outer Tank Diameter

;1.

;B#)2); + M Rated Tank 5ross Caacity to D+%% ased onK #6### m# 21(2RAUR2S degrees F !1BB.2 T M Design Temerature 122 1B 1B 112

Ta M $mbient Temerature Ts M 3:ell Temerature Tr M RooA Temerature Tb M ottom Temerature

3*-,CT


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T,R+$% %O33 Arom '3*%$T,D T$'" 204000 +T ,t:ylene Tank eat %eak Calculations are ased on K $dd 6# Degrees F. to 3:ell Temerature Aor 3olar Radiation $dd 6# Degrees F. to RooA Temerature Aor 3olar Radiation 'eglect Conductiity oA 3and4 %eeling Concrete4 and Foundation 'eglect t:e Outside Film CoeAAicient THERMAL LOSS %n M 'atural %ogarit:m Rb M Di(2 ! ? Ebr ! %br @(12 Rbr MDi(2  %br(12 M Ra M Rbr  bi (2; M

M

Program ,20#13 Re ; Feb 0 #B.00 deg C #B.00 deg C $dd

62.60) 6B.;BB6 6B.6)0616

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C%!00001 PROGRAM E1015A [ IBM COMPATIBLE PC ] SUSPENDED DEC ANAL!SIS AND DESIGN RE"ISION 8 - DECEMBER 1 20000 MT E$%&'()( T*)+ INPUT, DEC

DEC

INSULATION

ALLOABLE

MODULUS

OPTION

TICNESS

EIGT

PRESSURE

PS/IN 18.50

PS/ 10.00

O/ ELASTICIT! PSI 10000000

TO REDESIGN

IN 0.1969

RING COMPRESSION PSI 7200

BA! NUMBER

SPAN LENGT

RING AREA

NO. O/ SUPPORTS /OR OUTER BA! 

1

/T 13.9760

S IN 2.79

2 3 4

20.9920 19.9090 12.7090

2.79 2.79 15.50

OUTPUT,

DISTANCE BETEEN

72

SUPPORTS /T

ANAL!SIS RUN OUTER RING AREA IS INPUT

-----------RING DIAMETER 121.20/T. SPAN

SPAN

NUMBER 1 2

SAG IN 0.3503 2.3511

RING DE/LECTION

PLATE 

ORIONTAL

RING

STRESS

/ORCE IN RING LBIN 83.249 -22.191 -

STRESS

PSI 2418.2 1623.7

0-NO

PSI 1732.2 -1848.5 -

5.28817

IN 0.0145   91  PLATE STRESSES SON ASSUME /ULL PLATE ACTION. /OR INTERMITTENT ELDS# ETC.# CECS MUST BE M BA! NO

LOAD ON RING LBS/T

1

302.7340

2

280.7274

3

218.4844

4

105.9909

IN/ORMA TION ON OUTER EDGE GIRDER TICE AIAL /ORCE LBS

AIAL STRESS

SUPPORT SPACING MOMENT AT SUPPORT

PSI

/T

IN-LBS

MOMENT AT CENTER SPAN IN-LBS

94213.4

5627.8

10.5763

-2964.3826

1482.3324

NOTE, RING MUST SATIS/! AISC COLUMN BUCLING ALLOABLE ASSUMING COLUMN LENGTIS TICE SUPPORT NOTE, AT LEAST 50 PERCENT O/ AREA IN RING GIRDER MUST BE IN PLANE OR LAPPED TO PLANE O/ DEC 3*-,CT

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. C%!00001 U&BRELLA ROO# DESI$N >cont?d@ S*..arK of Roof Plate Stress Unities6 Roof Plate BaK N*.er 0 7 1 1B60 1B6 16;0 trNoer M % M mm Plate 3an  1(; RaAter %engt: Arom Outside ,nd 6.01# 6.11; 6.#21 2.00# 2.0#7 2.106 72.6 7;#.2 77#.; 1).) 1)B.) 20.6 /321 /32< /329 /30 /30 /302 /39 /3 /3

mm

Oerride RooA Plate T:ickness

/3/2 /3/2 /3/2 tM eM Factor to Comute +oment due to nternal Pressure Factor to Comute +oment due to ,Hternal Pressure '!mm(mm Plate ending +oment due to nternal Pressure '!mm(mm Plate ending +oment due to ,Hternal Pressure *nity ! Pl ate *nder nternal Pressure *nity ! Plate *nder ,Hternal Pressure *nity ! Eeld *nder nternal Pressure *nity ! Eeld *nder ,Hternal Pressure ;# ;# ;# B B B 100 102 107 26 27 2) #;) #BB #66 ;;1 ;;1 ;;1 /3 /32/ /321 Aai M Aae M Abi M Abe M 3a?3CF@ M 3all M *NA M +Pa Plate +embrane 3tress due to nternal Pressure +Pa Plate +embrane 3tress due to ,Hternal Pressure +Pa Plate ending 3tress due to nternal Pressure +Pa Plate ending 3tress due to ,Hternal +Pa $llo9able Fatigue 3tress *nity ! Plate Fatigue S*..arK of Roof Rafter Stress Unities6 Rafter BaK N*.er 0 7 1 26## 26## 26## 6)626 6)626 6)626 126.1 126.1 126.1 6; 6; 6; 12; 12; 12; !B;;7 !607;6 !6762 #707 27)# 260 ;201 #)# ;BB 6.0)7 12.0; 1.;70 /387 /38< /390 rM rM mmI RaAter $rea 9( Comosite RooA Plate mm; RaAter Comosite ! $His +oment oA nertia RaAter 3lenderness +Pa RaAter $llo9able $Hial Comressie 3tress +Pa RaAter $llo9able ending 3tress ' +aHimum $Hial %oad in RaAter ' +aHimum 3:ear in RaAter '!m +aHimum ending +oment in RaAter m RaAter oriLontal Radius  +aHimum 3tress *nity +aHimum Combined 3tress *nity S*..arK of Roof $irder Stress Unities6 Rin! $irder N*.er 0 7 1 'one 'one 'one #;2# B1B1 B1B1 1#)22;1# #)02BB# #)677#6 7#B0772 2#72);B# 2#1#2)B6 1;#7;)B6 ;700#6B0 B071;);7 12; 12; 111 12; 12; 12; !2#0)61 !21#B0; !1B172 !)2 ##;6 BB)1 2062 !10B;# !10B66 Plate Out. # # /320 /32< /38 rM gM ea +inimum 'umber oA ,ually 3aced races mmI 5irder $rea 9( Comosite RooA Plate mm; 5irder Comosite ! $His +oment oA nertia mm; 5irder Comosite ! $His +oment oA nertia mm; 5irder Comosite *!* $His +oment oA nertia +Pa ' +aHimum $Hial %oad in 5irder '!m +aHimum ]!] $His ending +oment in 5irder '!m +aHimum ]!] $His ending +oment in 5irder Point on 5irder 9( +aHimum 3tress *nity +aHimum Combined 3tress *nity 3*-,CT


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. C%!00001 DESI$N O# TENSION J CO&PRESS ION BAR >Per API 97/ 00t Ed 7//2 Addend*. 0 Section 83073<@ K1 0) Tan( Data6 Co."ression Bar Data6 ;1200 ).; #2)60 6.6 17 !B 1.2 72.07 22.2; ;2.66  ##.)

ProgramK ,0#2;3.Hls

110.0 B;6.0 # 2).B ;2.6; 0.7 1 DM ts M Rr M tr M i M e M %% M Er M Ed M Edi M mm Tank Diameter mm To 3:ell Ring T:ickness mm

RooA 3:erical Radius

mm k' :M bM

T:ickness oA ar at Rb Eeig:t oA RooA Plate and Framing

 M $ M mm mm

TM %t M %i M eel M mbarg 3 M k'

nternal Design Pressure ?enter os.@ Eeig:t oA Deck Plate

Corroded T:ickness Total %engt: oA ar

mm +a

Oer:ang Outside Arom nside 3:ell ,nd eel ?i.ef 1 M #K1@ ield 3tress

+a mm mm

*ltimate Tensile 3tress -oint ,AAiciency in Tension $llo9able 3tress ncrease Oer:ang Outside Arom Outside 3:ell mm Oer:ang nside oA 3:ell oriLontal Radius to ,dge

deg mmI B#;.1 6#;.0 20100 #7.B77B #; !10#.; 1##.0 26;.0 aM cM

$ngle oA Comression ar $rea oA C!ar Only

Fy M mbarg

,Hternal Design Pressure ?enter n

AA M +a

'ormal $llo9able Comressie 3tress in Comression ar

+a 'ormal $llo9able Tensile 3tress in Tension ar ?$P 620 Table B!1@ mm M 0.6 Q ?D Q ts ( 2@0.B mm $llo9able Eidt: oA Comression ar nside oA 3:ell M min? #2QT4 0.6 Q ?Rr Q T@0.B@ mmI Total ,AAectie $rea oA t:e Comression ar Region M $  9c Q ts 6#;.2 ;1#66 ED% M Total Eeig:t on ar Arom Dead %oads M  EN as alicable E%% M %ie %oad Eeig:t M %% Q  Q RbI ?'($ Aor C!bar@ T1 S +eridional Force in RooA

Eidt: oA Particiating 3:ell Aor Comression ar $rea

M ?i or e@QRr(2 ! ?E %%  ED%@ ( ?2QQRbQsin @ T2 S oo Force in RooA M ?i or e@QRr(2  ?E %% CF1  ED% CF2@ ( ?2QQRbQsin @ 9:ere CF1 M ?sinI ! cosI@ T2s S oo Force in 3:ell

CF2 M ?sinI ! cos@

M ?i or e@ Q D ( 2 < S $Hial Force in ar M T2Q?E:@  T2sQ9c ! ?T1QDQcos @ ( 2 Co."ress3 Tension Bar Bar API 97/ k' k' '(mm '(mm '(mm k' 11)7 11)7 0 1B2# 277. !;#.6 26. !1). #66.7 !10.# !;2B7 6)6 +aHimum Comressie 3tress in Comression ar +aHimum Tensile 3tress in Tension ar S $llo9able M FtsQ ,/ eig:t oA C.5. From Corner Oer:ang oA Comression ar Outside oA 3:ell Oer:ang oA Comression ar nside oA 3:ell Act*al Alloale Cec(s +a +a

O" O"

'o RT re^d

mm O" mm O" mm O" !102.) !10#.; 16. )#.1 2.2#0 #2.B B#;.1 B;2.; 6#;.0 6#;.2 )#B.2 #0).0 $ctual oriLontal Pro/ected %engt: &ersus Code +inimum mm O" oriLontal Pro/ection oA Comression ar Outside oA 3:ell Act*al Alloale mm O" ;;;.0 ;B0.B #7.10 Eeig:t oA Comression ar 3*-,CT


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+IND LOADS PER ASCE 40/ ProgramK $3C,7 10.%3 11 ;1200 1200 #2;B0 #2)60 2B00 ;2.7 C 1.1B 11 1 M M M M M mm Tank Diameter mm Det: oA rotruding elements suc: as 3tiAAeners4 3tair9ays4 Pieracks4 etc. mm Tank eig:t mm RooA Radius mm eig:t oA Foundation $boe 5rade m(s Eind &elocity Eind ,Hosure Category ?,nter $4 4 C4 or D@ mortance Factor Arom Table 6!1 'umber oA 3:ell Rings ,ual 3:ell Ring eig:ts ?1 M es4 0 M 'o@ #actors to Co."*te +ind Press*res6 5M "d M

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"L M 2.01 Q ?L1(Lg@?2(@ &elocity Pressure ,Hosure CoeAAicient Per ,uations in 'ote 1 oA Table 2).#!1 L11 MM LLoo AAoorr LL  LLooff LL11 MM LL AAoorr LLoo  LL  LLgg

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27;#20 mm 12B.## '(mI

Factor Arom Table 26.)!1 Lo M M 0.61# Q "Lt Q "d Q &I Q 

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Roof Di.ensions6 $1 M 0.67B1 radians

ncluded alA $ngle oA RooA 9($His oA Reolution M arcsin? 0.BQD(RR @

r M F1 M $r M r M

RooA Rise M RR Q 1 ! cos $1 Factor to Com ute Centroid oA 3 :erical 3urAace $rea M $1 ! sin $1 Q cos $1 Pro ected $rea oA RooA M RRI Q F1 Dist. Arom To oA 3:ell to Centroid oA RooA $rea M 2QRRQsin?$1@(?#QF1@ ! RRQcos?$1@

72#1 mm 0.172 20#.; mI 2)21 mm

0.

Ring or one Discrete one eig:t EL

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RooA 11 10 )  7 6 B ; # 2 1

EL M

one To ,leation L

mm ;211 #;)B0 #2000 2)0B0 26100 2#1B0 20200 172B0 1;#00 11#B0 ;00 B;B0

#2;B0

LNmaH M

&elocity Pressure CoeAAicient "L

1.#BB2 1.#026 1.227777 1.2B2) 1.22B0 1.1);; 1.1606 1.11222277 1.07)2 1.020 0.)6;) 0.00))

&elocity Pressure L

'(mI 17;1.) 167;.2 16;#.;;)) 1610.#6 1B7;.;6 1B#B.21 1;)1.7 1;;#.0011 1#7.1; 1#21.2) 12;0.16 11#2.2200

3tiAAener 3tagnation Pressure LQ5 '(mI 1;2#.1; 1#)6.))66 1#6.1 1##.2) 1#0;.)# 126.01 1226.BB66 117).07 112#.0) 10B;.1; )62.##77 Eind 3:ear

+9 M

'(mI 10#6.;# ))6.20 )77.77 )B.17 )#6.0 )1#.;B 7.61 B.BB)) 2B.#B 76.16 7#7.)0 67#.6666

k' 210.2 121.0 11.BB 116.;6 11#.6 111.02 107. 10;.##BB 100.#1 )B.BB ).6 1.

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Oerturning Eind one Eind Pressure LQ5QCA 3:ear &9^

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mm mm mm

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Eind Press. P9 kg(mI

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Deck %oad Erd kg(m 1;#6.7 1;#6.7 1;#6.7 1;#6.7 1;#6.7 1;#6.7 1;#6.7 1;#6.7 1;#6.7 1;#6.7 1;#6.7

Perlite Dra Pd kg(m

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Desi!n O*ter Sell of Do*le +all Tan( >cont?d@ C:eck 3:ell 3tresses Aor t:e Follo9ing %oad Conditions and $llo9able 3tress ncreasesK %oad Condition $ S %oads Dead  RooA %ie %oad Condition  S %oads Dead  RooA %ie  Perlite Drag %oad Condition C S %oads Dead  Eind %oad Condition D S %oads Dead  Eind  Perlite Drag %oad Condition , S %oads Dead  3eismic  RooA &acuum 3 3 M $llo9. 3tress ncrease O&R O&R O&R 1 1 1.## 1.## 1.## 3tress Calculation FormulasK 3a M asic $llo9able 3:ell Comressie 3tress M 126BB# Q t ( ?Do(2@ 3tress *nity M 3tress ( ?3 Q 3a@ +ust be  1.000 3tress ! %oad Condition $ M ?Es  3um?Est@  Erd  EA  Ell@ ( ?10 Q tc@ 3tress ! %oad Condition  M ?Es  3um?Est@  Erd  EA  Ell  Pd@ ( ?10 Q tc@ 3tress ! %oad Condition C M 3tress ! %oad Condition , M [?Es  3um?Est@@Q?1  &e1@  ?Erd  EA@Q?1  &e2@  &ll\ ( ?10 Q tc@  3eismic asic %oad Cond. $ %oad Cond.  %oad Cond. C %oad Cond. D $llo9. 3 M 1 3 M 1 3 M 1.## 3 M 1.## Ring 3tress 3a 3tress 3tress 3tress 3tress kg(cmI 3tress 3tress 3tress 3tress 'o. kg(cmI kg(cmI *nity *nity kg(cmI *nity kg(cmI *nity

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ll M lM

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 M e1 M PA M mm Outer Tank Diameter DateK -uly ^) mm nner Tank Diameter mm Outer Tank eig:t ea 'umber oA 3:ell Rings mm eig:t oA RooA kg Eeig:t oA RooA mm Corrosion $llo9ance kg(m *nit Eeig:t oA 3:ell +aterial kg(m *nit Eeig:t oA 3:ell nsulation +a +odulus oA ,lasticity oA 3:ell Ratio oA 3:ell g FiHed ase oriLontal $cceleration kg PlatAorm %oad on RooA to be $ccelerated 5 M 76)2#.1 +a +odulus oA Rigidity oA 3:ell $ M 12).; mI(m Tank Cross!3ectional $rea 3 M 1### m(m Tank Cross!3ectional 3ection +odulus  M 27;6#.2 m;(m Tank Cross!3ectional +oment oA nertia % M #)60.6 mm 'k M

1#

ea

'umber oA Panel Points

ti M B00 mm T:ickness oA nsulation $cting on 3:ell Ri M 20#B0 mm $cceleration Due to 5raity tre M 22.#B# mm

Radius oA 3:ell nsulation

,uialent T:ickness oA Fictitious To 3:ell Ring to +odel RooA eig:t and Eeig:t Ft M 1B1#B6 Com ute Tank Period *sin t:e Ra lei :!RitL Proced.

0

kg Concentrate Com ute 3tress in

270 Conc. Panel Ring Eeig:t eig:ts at Ring T:ick. eig:t Panel Panel $boe t?k@ $boe :?k@ E?k@ Point k mm :?k@ mm mm k' 1# 22.#B# #)61 06.# 12 22.#B# 72#0.6 #2;B0 102.7 11 11.0000 2)B0.0 2)B00 ;;;. 10 11.0000 2)B0.0 26BB0 ;;;. ) 11.0000 2)B0.0 2#600 ;;;.  11.0000 2)B0.0 206B0 ;;;. 7 11.0000 2)B0.0 17700 ;B).B 6 12.0000 2)B0.0 1;7B0 ;7;.2 B 12.0000 2)B0.0 1100 ;7;.2 ; 12.0000 2)B0.0 B0 ;.) # 1#.0000 2)B0.0 B)00 B0#.6 2 1#.0000 2)B0.0 2)B0 B0#.6 1 1#.0000 2)B0.0 2B1.

T M 0.0) sec

3:ear & +oment + k' k'!m

3loe

 rad

06.# 1#B.0 227). 272;.6 #16).; #61;.2 ;07#.6 ;B;7. B022.0 BB10.) 601;.; 6B1.0

B#0 112;# 17)6) 26006 #B#B6 ;601 B0#B 71;B1 6266 102B2# 120266 1#););

2.1,!0B 2.6;,!0B 2.;#,!0B 2.772,!0B 2.66;,!0B 2.B1B,!0B 2.#16,!0B 2.062,!0B 1.772,!0B 1.;1),!0B ).)6,!06 B.#66,!06

ending 3:ear Total DeAlect. DeAlect. DeAlect.  NA  Ns  mm mm mm

Conc. Force F?k@ k'

0.#B 0.6#07 0.B;6B 0.;6#6 0.### 0.#06 0.2#B; 0.1707 0.11;0 0.0667 0.0#0) 0.001

2.# B.) ##.7 #0.; 27.0 2#.6 20.) 1.0 1;.; 11.1 7.6 #.

2.22; 2.2#01 2.1#12 2.00; 1.616 1.6)0) 1.;)62 1.2)B0 1.070B 0.22B 0.B71# 0.2)71

#.1210 2.60 2.6777 2.;720 2.2;;) 1.))77 1.7#16 1.;6B7 1.1;; 0.)2 0.6022 0.#0B2

3:ear &? k'

2.# 16.2 201.) 2#2.# 2B).# 22.) #0#. #21. ##6.2 #;7.# #BB.0 #B.

Tank Period

E M 676). k' + M ))#) k'!m

Total Eeig:t oA 3:ell4 RooA4 and nsulation & M #B. k' FiHed ase 3:ear 3eismic Oerturning +oment Pe M 7;BB.# '(m 3eismic *liAt

3*-,CT


PCC R,&3O'

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ProgK 30###.%3

B ;1200 #2;B0 11  B 0.;7 1.72 1B#.72 #70 M M M lr M mm

tank diameter

DateK

$r ^0)

mm s:ell :eig:t ea number oA s:ell rings ,ual s:ell ring :eig:ts ? or '@_ 'oteK T:e TranAormed 3:ell +et:od is used mbar tank acuum ressure ?std M ;. kPa minimum design ressure on s:ell ?std M 1.72 kPa@ reAer to $P 6B0 B.).7.1 km(: design 9ind seed ?#!sec gust  ,le. 10 m@ mm minimum s:ell ring /oint clearance ?std M 1B0 mm@

Location of +ind Stiffeners &a-i.i5in! D istance #ro. Botto. of Tan(6 Ring eig:t Ring E 'o. ?mm@

1 2 # ; B 6 7  ) 10 11

3:ell T:ick. ?mm@

2)B0.000 2)B0.000 2)B0.000 2)B0.000 2)B0.000 2)B0.000 2)B0.000 2)B0.000 2)B0.000 2)B0.000 2)B0.000

Eeig:t M

&arying Oerride Eind 3tiAA. Press. ,le. L Q 5: : ?kPa@ ?mm@

1# 1# 1# 12 12 12 11 11 11 11 11

0.)6 1.06 1.12 1.1 1.2# 1.27 1.#1 1.#; 1.#7 1.;0 1.;2

tag M 11.1

mm

#21.2

TransA. Ring eig:t Etr ?mm@

,le. to To oA Ring ?mm@

2)B0 B)00 B0 1100 1;7B0 17700 206B0 2#600 26BB0 2)B00 #2;B0

1);# 1);# 1);# 2#7# 2#7# 2#7# 2)B0 2)B0 2)B0 2)B0 2)B0

From ottom Etr ?mm@

Design Press.  ?kPa@

1);# #6 B2) 202 10B7B 12); 1B) 1; 217) 2;7; 276)

1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.72 1.72

,ui. Eind 3eed &e ?km(:@

1)0.00 1)0.00 1)0.00 1)0.00 1)0.00 1)0.00 1)0.00 1)0.00 1)0.00 1)0.00 1)0.00

Ring

'o.

'o. 1

7

,le. : ?mm@ 1)122 !100 !100

1;#71 1;#71 1;#71 1;#71 1;#71 1;#71 1;#71 1;#71 1;#71 1;#71 1;#71

TransA. 3tiAAener ,les. Clear. TransA. $ctual 3^clr :^ : ?mm@ ?mm@ ?mm@

2;; 2;; 2;; 2) 2) 2) #70 #70 #70 #70 #70

!1 !1 !1 !1 !1 !1 1;#71 !1 !1 !1 !1

'o. oA 3tiAAeners Reuired M

k'

+ind Stiffener Re)*ire.ents 3tiAA.

$llo9. *nstiAA. eig:t 1 ?mm@

 ?kPa@ 1.72

&e ?km(:@ 1)0.00

sa ?mm@ 666;

sb ?mm@ )B61

'o. oA Eaes n 7

C red

$P red

?cm;@ 762).)

?cm#@ 1##0.7

1)122

!100 !100 !100 !100 !100 3*-,CT


CC "D  R,&3O' +$D, 

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STI##ENERS #OR TAN% S,ELL ProgramK 6 ;1200 20 0 7;) O 1.2 1 DM M ts M :ell M mm Tank Diameter Date $r ^0) mm Rat:ole Dimension mm Distance From To 3tiAAener to To oA Tank ?A Dts M 04 rogram disregards@ kg(m 3:ell +aterial *nit 3tiAAener nside or Outside oA 3:ell_ ?,nter  or O@ 3:ell Particiation ?e.g. 037/ Rt or 0388 Rt@ 3:ell Particiation $rea %imited to 3tiAAener $rea_ ?TR*, or 1 Aor yes@ 20600 RM mm Tank Radius D D ts M t:ickness oA s:ell 9 M 9idt: oA stiAAener t9 M t:ickness oA stiAAener 9eb bA M 9idt: oA stiAAener Alange tA M t:ickness oA stiAAener Alange 3tiAAener bA tA Hb

R 9

ts

3tiAAener bA tA Hb R 9

ts

C2 C1 C1 C2 Stiffener Inside of Sell Stiffener O*tside of Sell

ts 9 3tiAAener mm >1 >2 ># >; >B >6 >7 > 11 27

t9 mm

bA mm

11.;

tA mm

#B0

Eeig:t mm

11.;

$rea kg

7;60

 cmI

1##.17

 re^d cm;

3min 3re^d cm; cm

2#)B7.;6

Eeig:t oA 3tiAAeners M

7;60 kg M 7#1B) ' &eriAy CalculationsK ? $ll Dimensions are +etric @ $s M minimum oAK 1@ ts Q 3:ell Particiation Q ?R Q ts@ 0.B 2@ ts Q 1(2 Q 3:ell Particiation Q ?R Q ts@ 0.B  ts Q Dts ?alies only iA Dts ` 0@ #@ area oA added stiAAener ?iA ]3:ell Particiation $rea %imited] inut is TR*,@ $9 M ?9!R@ Q t9 H9 M ?9Rts@(2

d9 M H9 ! Hb

Hb M  $H( $

C1 M tA  9  ts(2 ! Hb

$A M bA Q tA

dA M HA ! Hb

 M  $dI  o

C2 M Hb  ts(2

HA M 9  ?ts  tA@(2

3:ell 3tiAAener Eeb 3tiAAener Flange $ H $H d  $  $H $s 0 0 $9 H9 $9QH9 $A

HA

$AQHA

3*-,CT

?1@ 204000 +T ,t:ylene Tank ,&$ Pro/ect -ubail4 "3$ Outer Tank Eind 3tiAAener 3iLe D, 

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. N . ANC,OR STRAP DESI$N Tan( Infor.ation6 D M 1#B.17 At Tank Diameter  M 2.B2 si nternal Pressure Tan( Loads6 7;26;) 16;;6 2#07# 6#;#2 1276 Es M Ess M Er M Ed M Ei M lb Eeig:t oA 3:ell lb Eeig:t oA 3:ell 3tiAAeners lb Eeig:t oA RooA and Comression ar lb Eeig:t oA Deck lb Eeig:t oA Deck nsulation 1;1#.; D$T,

;1200 mm

1

##660 kg 7;60 kg 12;00 kg 2772 kg B00 kg

B10. 0.0B## *9 M lb(At *liAt due to Eind *e M lb(At *liAt due to ,art:uake 0 &e M &ertical ,art:uake Factor Ancor Stra" Infor.ation6 3iLe M Non-standard

)) B.B11 0.BB12 #000 70000 C3 0.126

M M M

210# kg(m 760 kg(m

'umber oA $nc:or 3tras in Eidt: oA 3tra 1;0 mm in T:ickness oA 3tra 1; mm si ield 3tress oA 3tra 262 +Pa si *ltimate Tensile 3tress oA 3tra ;# +Pa +aterial Tye ?C3 M Carbon 3t in Corrosion $llo9ance ?additional metal t:ickness in eHcess oA design comutation@ $s M $rea oA stra M?ts ! C$@ Q E 1B12 mmI 2.#;#6 inI Resistin! Don Loads6 En M 111#7 lb 'ormal Do9n %oad M ?Es  Ess  Er  Ed  Ei@ B072)2 Etest M Eseismic M

110B601 lb 10);B;# lb

Test Do9n %oad M ?Es  Ess  Er  Ed@

B01;)2

3eismic Resisting Do9nload M En Q?1 ! 0.;Q&e@

;)6;76

3*-,CT

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;1 *liAt Pressure  si

Load Co.inations

$. Oerating . Oerating  Eind D. Pneumatic Test ,. Pneumatic Test  Eind F. Oerating  3eismic

2.;0 2.B2 #.227 #.227 2.B2

Oerturning %oad * lb(At

Resisting Do9nload Edo9n lb

$nc:or $nc:or 3tra 3tra %oad 3tress Aa Q PNs si lb

1;1#.;

0 111#7 111#7

;7)7 ;6B2

20;72 20760

0.#Fu M 0.;Fu M

1;1#.; B10.

0.0 110B601 110B601 10);B;#

B61)0 622B# ;B022

2#)76 26B6# 1)210

0.Fy M 0.Fy M 0.;Fu M

 % Cec( Stra" S"acin!6 sNmin M sNmaH M sNactual M

2.B At 6.2# At ;.2) At

Desi!n S*..arK6 PNsNmaH M 5oernNcaseM Ndesign M

622B# lb Case A #.227 si

$llo9able

+aHimum $nc:or 3tra %oad 5oerning Case Aor $nc:or 3tra Design Design Pressure Aor %oad Combination

Use



stra"s:

22# kg 222 mbar 3*-,CT

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)

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t Temerature

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214;70 mm

d Deck Plate

$3T+ 20)!B0#!0

70 Outer RooA Plate

$3T+ $B7# 5r. 70

0

aring Ring

?1@ ! 12B mm layer oA % 1000 Cellular 5lass nsulation

e

Tank eig:t ?9arm@ Proided %% ( 10)

dt: Tuse! C$ @

ressed

ner

Aor

lations

s

y!$re

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m ar.

O" O" O"

ls

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ell Reuired Aor 3eismic *liAt

94 design Aor seismic Aorces and slos:ing 9ae are not reuired. Calculation is roided Aor reAerence.

ec. eriod unanc:ored $. < inner tank@

tank material M Ci Q (106Q srt?r:o(?2Q ,Q tu(D@@ sec

+aHimum eak resonse sectra eriod M 3d1( 3ds

lier ?1.B Aor 0.BJ daming u.n.o@ ae :eig:t M 0.;2 Q D Q $c  :s

Aor t:e +aHimum Considered ,art:uake ?+C,@ and normally deried Arom ground motion Aor an eent 9it: 2 . 'o resonse data is roided Aor t:e Oerating %eel ,art:uake ?O%,@. T:ereAore t:e t:e seismic calculation

ct nternal m@ ressure 'i ?'(mm@

$llo9able 3tress ?+Pa@

#0B.7 #0B.7 #0B.7 #0B.7 #0B.7 #0B.7 #0B.7 #0B.7 #0B.7 #0B.7

Total +oment at bot oA ring 3R33 ?k'!m@

06 722) 6;;# B70 B027 ;;02 #;0 ##; 2)#2

2600

"

" "

s s

A bottom late under s:ell

nly ?no insulation@

isting uliAt

? 201.1 tPQDQ5e@

l comressie stress at bottom oA s:ell

217##.0 '(m '

Eeig:t at base oA s:ell

'5 )7

uid %eel ?mm iA ` 1000@

%iuid %eel S O M Ot:er

Program !R'5 Re ;a +ar )7

ar 3iLe

'5

P3 $llo9able earing 3tress ! P3

D(2 or ! D(2 P3

0.2 0.

0.#

.11

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ADE /OR ELD STRESS.

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17671 26 0001

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10.00 sA

+Pa +Pa

+Pa +Pa +Pa mm

e 1 Feb )2

2B. mm S ? mm@ a@ .; ! 0.;Q%c(r

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F

B$

in in in in

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O% O%

@ and 3no9 %oad ?3'@

1.)17@

ius

R  to Radius R o Radius R Aectie ,Ht. Press. &ertical ,Ht. Press. oriLontal Ht. Press. oriLontal ,Ht. Press. Total &ert. ,Ht. R

Radius RooA &ersine eig:t Deck Rods ay Eeig:t oA Deck 3tiAAener in in ay Eeig:t oA Deck ssure in ay 3usended Deck al Deck %oad on ,ac: RaAter

d due to D%  %% nd due to D%  %% d due to ,Ht. Press. nd due to ,Ht. Pres N1  EN2 EN1  EN2 :N1  E:N2 E:N1  E:N2 side ,nd utside ,nd nside ,nd Outside ,nd

nd ard on 5irder on 5irder A1  &1Qsin A1 s A2  &2Qsin A2 s A1 ! 1Qsin A1 os A2 ! 2Qsin A2

Pressure +Pa

Fatigue $mlitude

llo9able $Hial Comressie 3tress in 5irder +Pa

$llo99aabblle eennddiing 33ttress iin 55iirrddeer

eg.@

Fu M kPa

RooA %ie %oad

,/ M

Eind Force CoeAAicient Per Figure 2).B!1

D?L maH@ M

171).B "Lt M

1

otal Eind :ear &9

k' .2 .)0 .77BB .21 .06 .0) .)7 ;.##22 ;.6# 0.1 ).7 1.77;;

oad on RooA

Total Eind +oment +9

k'!m 61B.) 1;16.; 2B70. ;072.# B)1#.B 06.; 10B2.2 1##)1.00 16B01.7 1))01.# 2#B7;.1 27B00.00

1 mI

Pro/ected $rea oA RooA M ?RR(1000@I Q F1

M 1000 mm ?  ! Dd(.1)6 @

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0. 1.#72 1.)#0 2.BB2 #.2#1 #.B0 ;.27 B.00 B.2B6 B.)B 6.66

$nnular 3ace Eidt: M ? Do ! Di @(2

@  Erd  EA  El@ ( ?10 Q t@ 3tress ! %oad Condition D M ?Es  3um?Est@  Erd  EA  El  Pd@ ( ?10 Q t@

kg(cmI

2  1 / 2 7   9 0 9

Tank Cantileer eam %engt:

d %ateral %oad at To ?i.e.4 at :?k@ M %@ :ell

@

3tress +oment $boe +?k@ 3T?k@ k'!m kg(cmI

B)B 10)1 167 2#72 #1#7 #)71 ;6 B17 60) 7#; 1 ))#)

0.2 0.) 1.; 1.) 2.6 #.2 #.6 ;.# B.0 B.# 6.0 6.7

)2 mbar@

to determine t:e reuired stiAAener sacing. kPa

C:eck C:eck 3tiAA. 3eam 3cg. Clear.

3tiAA. 'o.

1

1

O"

O"

erlite ressure

:elstiA.Hls

Eeig:t ?usual Aor steel M 7;) kg(m@

cm

#;;.#

1##1

 mbarg

eel4 33 M 3tainless 3teel@

g g kg

Tensile 3tress 3tress 3Ns si *nity Aa(3Ns

21000 2000

0.)7 0.7;

#0;00 #0;00 2000

0.7) 0.7 0.6)

762 mm 1)1B mm 1#07 mm

!!!

J robability oA eHceedence in a B0 year eriod ?ie. 2;7B yr recurrence interal.@ s 9ill demonstrate t:at t:e C%, seismic loads do not control t:e tank design.

API 620 Calculation

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