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API - 650/ 653 GENERAL TANK DATAAPI - 650 11t h Edi t i on, J une 2007

API Des i gn Code ( 650 or 653 ) . . . . . . . . . . . . . . . . . . . . . . . . . 650Desi gn Met hod ( V, O, or A) . . . . . . . . . . . . . . . . . . . . . . . . . . . . V( V=var i abl e, O=one f oot , A=Appendi x A)

Run Obj ect i ve ( D=desi gn, A=anal yze) . . . . . . . . . . . . . . . . . . . A

Desi gn Temper at ur e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( C ) 80. 000Des i gn Pressure at Top . . . . . . . . . . . . . . . . . . . . (KPa ) 15. 000Shel l Mat er i al . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A- 283

Shel l Des i gn St ress [ Sd] . . . . . . . . . . . . . . . . . . ( KPa ) 0. 13789E+06Shel l Hydr o Test St r ess [ St ] . . . . . . . . . . . . . . ( KPa ) 0. 15513E+06

Tank Nomi nal Di amet er [ D] . . . . . . . . . . . . . . . . . . . . . . . . ( m. ) 22. 500Tank Shel l Hei ght [ HTK] . . . . . . . . . . . . . . . . . . . . . . . . . . ( m. ) 14. 400Desi gn Li qui d Level [ H] . . . . . . . . . . . . . . . . . . . . . . . . . . ( m. ) 14. 400Li qui d Speci f i c Gr avi t y [ G] . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 85000Wei ght of At t achment s/ St ruct ures. . . . . . . . . . . . . . . . . . ( N. ) 56232.Di st ance down t o Top Wi nd Gi r der . . . . . . . . . . . . . . . . . ( m. ) 0. 00000

J oi nt Ef f i ci ency ( App A or 653) [ E] . . . . . . . . . . . . . . . . . . . 1. 0000Wi nd Vel oci t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( M. / sec. ) 36. 110

I nsul at i on Thi ckness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 0. 00000I nsul at i on Densi ty . . . . . . . . . . . . . . . . . . . . . . . . ( kg. / cu. cm. ) 0. 00000

I ncl ude Annul ar Base Pl ate Detai l s . . . . . . . . . . . . . . . . . . . . Yes

I ncl ude Wi nd Moment i n Appendi x F_4_2 Cal cul at i ons . . . . Yes

Number of Shel l Cour ses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8Shel l Cour se # 1 Hei ght . . . . . . . . . . . . . . . . . . . . . . . . . . (m. ) 1. 8000Shel l Course # 1 Thi ckness . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 14. 000Shel l Cour se # 1 Cor r osi on Al l owance [ CA] . . . . . . . . ( mm. ) 3. 0000Shel l Cour se # 2 Hei ght . . . . . . . . . . . . . . . . . . . . . . . . . . (m. ) 1. 8000Shel l Course # 2 Thi ckness . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 14. 000Shel l Cour se # 2 Cor r osi on Al l owance [ CA] . . . . . . . . ( mm. ) 3. 0000Shel l Cour se # 3 Hei ght . . . . . . . . . . . . . . . . . . . . . . . . . . (m. ) 1. 8000Shel l Course # 3 Thi ckness . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 12. 000Shel l Cour se # 3 Cor r osi on Al l owance [ CA] . . . . . . . . ( mm. ) 3. 0000Shel l Cour se # 4 Hei ght . . . . . . . . . . . . . . . . . . . . . . . . . . (m. ) 1. 8000Shel l Course # 4 Thi ckness . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 12. 000

Shel l Cour se # 4 Cor r osi on Al l owance [ CA] . . . . . . . . ( mm. ) 3. 0000Shel l Cour se # 5 Hei ght . . . . . . . . . . . . . . . . . . . . . . . . . . (m. ) 1. 8000Shel l Course # 5 Thi ckness . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 10. 000Shel l Cour se # 5 Cor r osi on Al l owance [ CA] . . . . . . . . ( mm. ) 3. 0000Shel l Cour se # 6 Hei ght . . . . . . . . . . . . . . . . . . . . . . . . . . (m. ) 1. 8000Shel l Course # 6 Thi ckness . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 8. 0000Shel l Cour se # 6 Cor r osi on Al l owance [ CA] . . . . . . . . ( mm. ) 3. 0000Shel l Cour se # 7 Hei ght . . . . . . . . . . . . . . . . . . . . . . . . . . (m. ) 1. 8000Shel l Course # 7 Thi ckness . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 8. 0000Shel l Cour se # 7 Cor r osi on Al l owance [ CA] . . . . . . . . ( mm. ) 3. 0000Shel l Cour se # 8 Hei ght . . . . . . . . . . . . . . . . . . . . . . . . . . (m. ) 1. 8000Shel l Course # 8 Thi ckness . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 6. 0000Shel l Cour se # 8 Cor r osi on Al l owance [ CA] . . . . . . . . ( mm. ) 3. 0000

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TANK SHELL COURSE MATERI ALS

Shel l Course # 1 Mater i al Name . . . . . . . . . . . . . . . . . . . . . . . . A- 283Shel l Cour se # 1 Desi gn St r ess [ Sd] . . . . . . . ( KPa ) 0. 13789E+06Shel l Cour se # 1 Hydr o Test St r ess [ St ] . . . ( KPa ) 0. 15513E+06Shel l Cour se # 1 Mi ni mum Yi el d St r ess . . . . . ( KPa ) 0. 20684E+06Shel l Cour se # 1 Mi ni mum Tensi l e St r ess . . . ( KPa ) 0. 37920E+06Shel l Cour se # 1 Maxi mum Thi ckness . . . . . . . . . . . . . . ( mm. ) 25. 400Shel l Course # 1 Mater i al Grade . . . . . . . . . . . . . . . . . . . . . . . CShel l Cour se # 1 Mater i al Group . . . . . . . . . . . . . . . . . . . . . . . 1

Shel l Course # 2 Mater i al Name . . . . . . . . . . . . . . . . . . . . . . . . A- 283Shel l Cour se # 2 Desi gn St r ess [ Sd] . . . . . . . ( KPa ) 0. 13789E+06Shel l Cour se # 2 Hydr o Test St r ess [ St ] . . . ( KPa ) 0. 15513E+06Shel l Cour se # 2 Mi ni mum Yi el d St r ess . . . . . ( KPa ) 0. 20684E+06

Shel l Cour se # 2 Mi ni mum Tensi l e St r ess . . . ( KPa ) 0. 37920E+06Shel l Cour se # 2 Maxi mum Thi ckness . . . . . . . . . . . . . . ( mm. ) 25. 400Shel l Course # 2 Mater i al Grade . . . . . . . . . . . . . . . . . . . . . . . CShel l Cour se # 2 Mater i al Group . . . . . . . . . . . . . . . . . . . . . . . 1



Shel l Course # 5 Mater i al Name . . . . . . . . . . . . . . . . . . . . . . . . A- 283Shel l Cour se # 5 Desi gn St r ess [ Sd] . . . . . . . ( KPa ) 0. 13789E+06Shel l Cour se # 5 Hydr o Test St r ess [ St ] . . . ( KPa ) 0. 15513E+06Shel l Cour se # 5 Mi ni mum Yi el d St r ess . . . . . ( KPa ) 0. 20684E+06

Shel l Cour se # 5 Mi ni mum Tensi l e St r ess . . . ( KPa ) 0. 37920E+06Shel l Cour se # 5 Maxi mum Thi ckness . . . . . . . . . . . . . . ( mm. ) 25. 400Shel l Course # 5 Mater i al Grade . . . . . . . . . . . . . . . . . . . . . . . CShel l Cour se # 5 Mater i al Group . . . . . . . . . . . . . . . . . . . . . . . 1


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Shel l Course # 7 Mater i al Name . . . . . . . . . . . . . . . . . . . . . . . . A- 283Shel l Cour se # 7 Desi gn St r ess [ Sd] . . . . . . . ( KPa ) 0. 13789E+06

Shel l Cour se # 7 Hydr o Test St r ess [ St ] . . . ( KPa ) 0. 15513E+06Shel l Cour se # 7 Mi ni mum Yi el d St r ess . . . . . ( KPa ) 0. 20684E+06Shel l Cour se # 7 Mi ni mum Tensi l e St r ess . . . ( KPa ) 0. 37920E+06Shel l Cour se # 7 Maxi mum Thi ckness . . . . . . . . . . . . . . ( mm. ) 25. 400Shel l Course # 7 Mater i al Grade . . . . . . . . . . . . . . . . . . . . . . . CShel l Cour se # 7 Mater i al Group . . . . . . . . . . . . . . . . . . . . . . . 1

Shel l Course # 8 Mater i al Name . . . . . . . . . . . . . . . . . . . . . . . . A- 283Shel l Cour se # 8 Desi gn St r ess [ Sd] . . . . . . . ( KPa ) 0. 13789E+06Shel l Cour se # 8 Hydr o Test St r ess [ St ] . . . ( KPa ) 0. 15513E+06Shel l Cour se # 8 Mi ni mum Yi el d St r ess . . . . . ( KPa ) 0. 20684E+06Shel l Cour se # 8 Mi ni mum Tensi l e St r ess . . . ( KPa ) 0. 37920E+06Shel l Cour se # 8 Maxi mum Thi ckness . . . . . . . . . . . . . . ( mm. ) 25. 400Shel l Course # 8 Mater i al Grade . . . . . . . . . . . . . . . . . . . . . . . C

Shel l Cour se # 8 Mater i al Group . . . . . . . . . . . . . . . . . . . . . . . 1

ANCHOR BOLT DETAI LSAnchor Bol t Di amet er ( opt i onal ) . . . . . . . . . . . . . . . . . . ( mm. ) 50. 000

Threads per Uni t Length . . . . . . . . . . . . . . . . . . . . . . . . ( 1/ mm. ) 0. 31496Bol t Al l owabl e St ress . . . . . . . . . . . . . . . . . . . . . ( KPa ) 0. 13789E+06Number of Anchor Bol t s (opt i onal ) . . . . . . . . . . . . . . . . . . . . . 56. 000Bol t Yi el d St r ess . . . . . . . . . . . . . . . . . . . . . . . . . (KPa ) 0. 25000E+06Bol t Of f set f r om Mean Tank Di amet er . . . . . . . . . . . . . . ( m. ) 0. 00000Anchor Bol t Cor r osi on Al l owance ( opt i onal ) . . . . . . . ( mm. ) 0. 00000

Wi nd Dat aKz par amet er . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0400

Kzt par amet er . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0000Kd par amet er . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 95000I mpor t ance Fact or ( I ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0000Gust Fact or ( G) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 85000

API - 650 ROOF DETAI LS SPECI FI CATI ONRoof Type ( 1- 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1( 1=Supt Cone 2=Raf t er Supt Cone 3=Cone 4=Dome 5=Umbr el l a)Angl e Bet ween Roof and Hor i zont al . . . . . . . . . . . . . . . . ( deg) 9. 4623Net Ar ea at Roof / Shel l J uncti on [ A] . . . . . . . . . . . ( sq. mm. ) 2865. 0

Thi ckness of Roof Pl at e . . . . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 8. 0000Roof Pl at e Corr os i on Al l owance . . . . . . . . . . . . . . . . . . . ( mm. ) 3. 0000Wei ght of Snow on Roof . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) 0. 48000E+06

Roof Li ve Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N/ M2 ) 1000. 0- - - / For Gener al Roof , No Desi gn / - - -

Wei ght of Roof Pl at es . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) 0. 00000Wei ght of Roof Frami ng . . . . . . . . . . . . . . . . . . . . . . . . . . . (N. ) 0. 00000Pct of Wei ght s Suppor t ed by Shel l . . . . . . . . . . . . . . . . . . . . . 0. 00000

- - - / For Suppor t ed Cone Roof Desi gn / - - -Pref er r ed Raf ter Type (W, WT, S, C) . . . . . . . . . . . . . . . . . . . CPref er r ed Gi rder Type (W, WT, S, C) . . . . . . . . . . . . . . . . . . . W

Pref er r ed Col umn Type ( W, WT, S, C, DC, DI , P ) . . . . . . . PRoof Pl at e Mat er i al . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A- 283Roof Pl at e Al l owabl e Desi gn St r ess . . . . . . . . ( KPa ) 0. 13789E+06St r uct ur al Member Mat er i al . . . . . . . . . . . . . . . . . . . . . . . . . . . . A- 36

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St r uct ural Member Al l owabl e Desi gn St r ess. . ( KPa ) 0. 15995E+06Maxi mum Al l owed Raf t er Lengt h . . . . . . . . . . . . . . . . . . . . ( m. ) 7. 3000Maxi mum Al l owed Gi rder Lengt h . . . . . . . . . . . . . . . . . . . . ( m. ) 9. 1000

Cent er Col umn Cap Pl at e Di amet er . . . . . . . . . . . . . . . . . ( m. ) 0. 00000- - - / For Anal ysi s of Suppor t ed Cone Roof s / - - -Number of Gi rder Ri ngs (Opt i onal ) . . . . . . . . . . . . . . . . . . . . 1Radi us t o Gi r der Ri ng 1 ( Opt i onal ) . . . . . . . . . . . . . . . ( m. ) 5. 7788

Number of Gi r ders i n Ri ng 1 ( Opt i onal ) . . . . . . . . . . . . . . . . 4

API - 650 SEI SMI C DATA ( App E. )Mi ni mum Yi el d St r engt h of Bot t om Pl at e . . . . . ( KPa 0. 20500E+06Mi ni mum Yi el d St r engt h of Wel d Mat er i al . . . . ( KPa 0. 20500E+06Nomi nal Thi ckness of Bot t om Pl at e ( t b) . . . . . . . . . . ( mm. ) 9. 0000Sei smi c Use Gr oup ( SUG) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0000Fr i ct i on Fact or . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 40000

I mpor t ance Fact or . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0000I ni t i al Anchor age Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M

Ear t hquake Type . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M Si t e Cl ass . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4. 0000

Spectr al Accel er at i on Adj ust ment Coef f i ci ent ( K) . . . . . . 1. 5000Scal i ng Fact or ( Q) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0000

Tr anst i i onal Per i od ( TL) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4. 0000Mapped maxi mum eart hquake f or shor t per i ods ( Ss) . . . . . . 0. 75000Mapped maxi mumear t hquake f or 1 sec per i ods ( S1) . . . . . . 0. 37500Mapped maxi mumear t hquake f or 0 sec per i od ( S0) . . . . . . 0. 30000Non- ASCE peak gr ound accel er at i on ( Sp) . . . . . . . . . . . . . . . . 0. 30000ASCE shor t per i od desi gn accel erat i on parameter ( SDS) . . 0. 00000

- - - Si t e Speci f i c Dat a - - -

Spect r al accel eat i on par amet er at 0 per i od ( Sa0*) . . . . . 0. 00000Spect r al accel eat i on par amet er at any per i od ( Sa*) . . . . 0. 00000

API - 650 GRI LLAGE REVI EW ( App I . )Modul us of El ast i ci t y of Bot t om Pl at e . . . . . ( KPa ) 0. 20700E+09Cor r osi on Al l owance added t o Bot t om Pl at e . . . . . . ( mm. ) 3. 0000Mi ni mum Yi el d St r engt h of Bot t om Pl at e . . . . ( KPa ) 0. 20500E+06

( Equal t o Val ue f r omSei smi c Dat a)

SPECI FY ONE OF THE FOLLOWI NGNomi nal Thi ckness of Bot t om Pl at e . . . . . . . . . . . . . . . ( mm. ) 9. 0000

( Equal t o Val ue f r omSei smi c Dat a )Maxi mum Al l owed Spaci ng . . . . . . . . . . . . . . . . . . . . . . . . . ( mm. ) 263. 46

COMPUTATI ON CONTROL DI RECTI VES

ROOF_ PROJ ECTI ON_I N_WI ND_MOMENT= YESSHELL_THI CK_CONVERG_TOLERANCE= 0. 12699999 mm.GENERATE_MESSAGE_FI LE= YESCOSI NE_CURVE_TOLERANCE= 0. 30000001COSI NE_CURVE_I TERATI ON_LI MI T= 100. 00000WI ND_GI RDER_SHELL_THI CKNESS= MAXSHELL_SETTLEMENT_METHOD= FOURI ER_SERI ES

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CORRODED_NOZZLES= NO653_CORRODED_HYDROTEST_CASE= NO

THI CKNESS_ROUNDUP_TO_NEAREST= 0. 00000000 mm.

PLATE_MATERI AL_DENSI TY= 0. 78500481E- 02 kg. / cu. cm.MODI FY_FLUI D_HEI GHT_BY_PRESSURE= YESROUND_ANCHOR_BOLTS_BY= 4. 0000000WI ND_MOMENT_I N_APP_F Sect _3. 11FULL_SHELL_WEI GHT_I N_APP_F YES

C: \ Document s and Set t i ngs\ XPMUser \ Deskt op\ 1st Test . t ki 01/ 06/ 14 00: 00:

WARNING #51 (General Tank Data)

The shel l pl at e nomi nal wi dt hs shoul d normal l y beat l east 72 i nches. ( Ref er t o 5. 6. 1. 2)

WARNING #43 (Seismic Analysis Data)

The sei smi c scal i ng f act or y i s t ypi cal l y 2/ 3.

WARNING #136 (Grillage Data Spreadsheet)

The speci f i ed shel l cour se t hi ckness on at l east onecour se exceeds 0. 5 i nches, whi ch i s t he l i mi t ofpar agr aph I . 7. 1. The j ob wi l l r un, but t he gr i l l ager esul t s may be i nval i d.

Error Check Summary Report

Fatal Errors 0

Warning Messages 3

Not es 0

Error Checking Completed

COADE Engi neer i ng Sof t ware, I nc. Copyr i ght @ 1994- 2008API - 650/ 653 TANK Desi gn/ Anal ysi s Pr ogr amMessage Fi l e

API - 650 11t h Edi t i on, J une 2007API - 653 3r d Edi t i on, Addendum 2, Nov. 2005

J ob: C: \ Documents and Set t i ngs\ XPMUser \ Deskt op\ 1st TestDate: 1/ 06/ 14 Ti me: 0: 00: 59 Ver 3. 10

Not e, t hi s f i l e i s cr eat ed by t he sol ut i on modul e, and i s an"i nt er nal " f i l e. Al l val ues shown i n t hi s f i l e ar e pr esent ed i nt he i nt er nal uni t s ( Engl i sh) of t he pr ogr am. Thi s f i l e i s f or

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dat a ver i f i cat i on pur poses onl y, t hi s dat a shoul d not bei ncl uded i n any f or mal r epor t s.

WI ND DATA PER SECT 3. 9. 7. 1Wi nd Vel oci t y i n Mi l es/ Hour : 80. 776Vel oci t y Fact or , ( V/ 120) **2: 0. 45311Wi nd Pressure, i ncl udi ng 10% + 5 psf : 19. 027Wi nd Pr of i l e Ar ea i n sq. f t . : 3714. 6Hor i zont al Wi nd Moment ( f t - l b) : 0. 17805E+07Wi nd Shear For ce ( l b) : 70678.

Modi f i ed Fl ui d Hei ght ( f r om I nt er nal Pr essur e) : 53. 151Thi ckness eval uat i on based on Var i abl e Poi nt Met hod.VARI ABLE POI NT METHODBot t omCour se TEST Thi cknesses t pt , t 1t : 0. 44486 0. 46642Bot t om Cour se DESI GN Thi cknesses t pd, t 1d: 0. 54350 0. 56442

Fi nal Bot t om Cour se DSG & TST t hi cknesses: 0. 54350 0. 44486

Cour se Number : 2

Desi gn Case, 1st Est i mate per 3. 6. 3. 2 0. 37722Thi ckness I t er at i on # 1

t u & t l ( i n) 0. 37722 0. 42539"K" r at i o & "C" 1. 1277 0. 61709E- 01Val ue "X1" 19. 080Val ue "X2" 34. 986Val ue "X3" 15. 770Val ue "X" 15. 770

New t hi ckness val ue per 3. 6. 4. 7 0. 37466

Test Case, 1st Est i mat e per 3. 6. 3. 2 0. 39448Thi ckness I t er at i on # 1



2nd Cour se Thi ckness per 3. 6. 4. 5 equat i on 2h1, t 1, Radi us: 70. 8661 0. 425394 442. 913t 2a, h1/ SQRT( r *t 1) : 0. 374661 5. 16278

Fi nal t 2, bef or e 3. 6. 1. 1: 0. 492771

2nd Cour se Thi ckness per 3. 6. 4. 5 equat i on 2h1, t 1, Radi us: 70. 8661 0. 444857 442. 913t 2a, h1/ SQRT( r *t 1) : 0. 391549 5. 04858Fi nal t 2, bef or e 3. 6. 1. 1: 0. 391549

Fi nal DESI GN Thi ckness 0. 49277Fi nal TEST Thi ckness 0. 39155

Cour se Number : 3

Desi gn Case, 1st Est i mate per 3. 6. 3. 2 0. 32905

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Thi ckness I t er at i on # 1t u & t l ( i n) 0. 32905 0. 37466"K" r at i o & "C" 1. 1386 0. 66774E- 01

Val ue "X1" 17. 964Val ue "X2" 33. 125Val ue "X3" 14. 728Val ue "X" 14. 728





Cour se Number : 4







Cour se Number : 5

Desi gn Case, 1st Est i mate per 3. 6. 3. 2 0. 23622

Thi ckness I t er at i on # 1t u & t l ( i n) 0. 23622 0. 27979"K" r at i o & "C" 1. 1844 0. 87690E- 01Val ue "X1" 16. 183Val ue "X2" 31. 073Val ue "X3" 12. 479Val ue "X" 12. 479



t u & t l ( i n) 0. 24336 0. 29237"K" r at i o & "C" 1. 2014 0. 95284E- 01

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Val ue "X1" 17. 137Val ue "X2" 33. 764Val ue "X3" 12. 666

Val ue "X" 12. 666New t hi ckness val ue per 3. 6. 4. 7 0. 24288

Cour se Number : 6


t u & t l ( i n) 0. 23622 0. 23238"K" r at i o & "C" 0. 98376 0. 00000Val ue "X1" 6. 2395Val ue "X2" 0. 00000Val ue "X3" 12. 479Val ue "X" 0. 00000


Thi ckness I t er at i on # 2t u & t l ( i n) 0. 19270 0. 23238"K" r at i o & "C" 1. 2060 0. 97311E- 01Val ue "X1" 14. 463Val ue "X2" 27. 586Val ue "X3" 11. 271Val ue "X" 11. 271


Thi ckness I t er at i on # 3t u & t l ( i n) 0. 18503 0. 23238"K" r at i o & "C" 1. 2559 0. 11912






Cour se Number : 7




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Thi ckness I t er at i on # 2

t u & t l ( i n) 0. 14452 0. 18519

"K" r at i o & "C" 1. 2814 0. 12997Val ue "X1" 13. 723Val ue "X2" 27. 634Val ue "X3" 9. 7609Val ue "X" 9. 7609


Thi ckness I t er at i on # 3t u & t l ( i n) 0. 13789 0. 18519"K" r at i o & "C" 1. 3430 0. 15550Val ue "X1" 15. 347Val ue "X2" 33. 061Val ue "X3" 9. 5342Val ue "X" 9. 5342





Cour se Number : 8



New t hi ckness val ue per 3. 6. 4. 7 0. 96353E- 01

Thi ckness I t er at i on # 2t u & t l ( i n) 0. 96353E- 01 0. 13804"K" r at i o & "C" 1. 4327 0. 19077



Thi ckness I t er at i on # 3t u & t l ( i n) 0. 90936E- 01 0. 13804"K" r at i o & "C" 1. 5180 0. 22236Val ue "X1" 13. 958Val ue "X2" 31. 520Val ue "X3" 7. 7426Val ue "X" 7. 7426

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Test Case, 1st Est i mat e per 3. 6. 3. 2 0. 92231E- 01

Thi ckness I t er at i on # 1t u & t l ( i n) 0. 92231E- 01 0. 23622"K" r at i o & "C" 2. 5612 0. 49001Val ue "X1" 26. 125Val ue "X2" 69. 457Val ue "X3" 7. 7976Val ue "X" 7. 7976


Thi ckness( i n) f or each cour se.# DESI GN TEST USER I NPUT1 0. 54350 0. 44486 0. 551182 0. 49277 0. 39155 0. 551183 0. 44531 0. 34193 0. 47244

4 0. 39790 0. 29237 0. 472445 0. 35049 0. 24288 0. 393706 0. 30330 0. 23622 0. 314967 0. 25615 0. 23622 0. 314968 0. 23622 0. 23622 0. 23622

API - 653 THI CKNESS/ CORROSI ON RESERVESRet i r i ng Thi ckness Remai ni ng Corr osi on

# Desi gn Test Desi gn Test( i n) ( i n) ( i n) ( i n)

1 0. 00000 0. 00000 0. 55118 0. 551182 0. 00000 0. 00000 0. 55118 0. 55118

3 0. 00000 0. 00000 0. 47244 0. 472444 0. 00000 0. 00000 0. 47244 0. 472445 0. 00000 0. 00000 0. 39370 0. 393706 0. 00000 0. 00000 0. 31496 0. 314967 0. 00000 0. 00000 0. 31496 0. 314968 0. 00000 0. 00000 0. 23622 0. 23622

NOTE, t he above val ues f or DESI GN & TEST t hi ckness ar ebei ng adj ust ed so t hat t hey are equal t o the I NPUTt hi ckness f or t he "Anal ysi s" Mode.

Thi ckness( i n) f or each cour se.# DESI GN TEST USER I NPUT

1 0. 55118 0. 55118 0. 551182 0. 55118 0. 55118 0. 551183 0. 47244 0. 47244 0. 472444 0. 47244 0. 47244 0. 472445 0. 39370 0. 39370 0. 393706 0. 31496 0. 31496 0. 314967 0. 31496 0. 31496 0. 314968 0. 23622 0. 23622 0. 23622

Al l owed Fl ui d Hei ght s ( f t ) f or each cour se.# DESI GN TEST REQUI RED1 54. 084 65. 615 53. 151

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2 53. 215 64. 615 47. 2453 44. 669 56. 856 41. 3404 43. 286 55. 385 35. 434

5 34. 775 47. 497 29. 5296 25. 016 38. 125 23. 6237 23. 681 36. 923 17. 7188 14. 760 28. 734 11. 812

Annul ar bot t om pl at e t hi ckness ( i n) f r om Tabl e 3- 1 : 0. 35433Annul ar bot . pl at e wi dt h ( i n) per API 650 3. 5. 2 : 26. 551

SHELL WEI GHTS ( wi t h Nozzl es)Comput ed wei ght of shel l ( l b) : 0. 18496E+06Comput ed cor r oded shel l wei ght ( l b) : 0. 13212E+06I nsul at i on wei ght , i n shel l wei ght ( l b 0. 00000Comput ed C. G. of shel l ( f t ) : 20. 107Wei ght of shel l Used ( l b) : 0. 18496E+06

C. G. of shel l Used ( f t ) : 20. 107

WI ND GI RDER COMPUTATI ONSTop Gi r der , r equi r ed sect i on modul us( i n 3) : 11. 665Di st ance f r om t op t o i nt er medi at ewi nd gi r der ( f t ) : 56. 623I nt er medi at e gi r der sect i on modul us ( i n 3) : 13. 981

TRANSFORMED SHELL COMPUTATI ONS, Gi r der #: 1Tr nsf r md shel l hei ght bel ow l ast gi r der ( f t ) 16. 814I ndi vi dual t r ansf ormed cour se & hei ght ( f t ) : 8 5. 9055I ndi vi dual t r ansf ormed cour se & hei ght ( f t ) : 7 2. 8768I ndi vi dual t r ansf ormed cour se & hei ght ( f t ) : 6 2. 8768

I ndi vi dual t r ansf ormed cour se & hei ght ( f t ) : 5 1. 6468I ndi vi dual t r ansf ormed cour se & hei ght ( f t ) : 4 1. 0440I ndi vi dual t r ansf ormed cour se & hei ght ( f t ) : 3 1. 0440I ndi vi dual t r ansf ormed cour se & hei ght ( f t ) : 2 0. 71009I ndi vi dual t r ansf ormed cour se & hei ght ( f t ) : 1 0. 71009

THI S GI RDER I S NOT NECESSARY ! ! !

SEI SMI C EVALUATI ON - FLUI D WEI GHTSComput ed operat i ng f l ui d wei ght ( l b) : 0. 10714E+08Comput ed t est f l ui d wei ght ( l b) : 0. 12605E+08Comput ed empt y f l ui d wei ght ( l b) : 0. 00000

=====================================TANK - Roof Desi gn Dat a

Desi gn Roof Load ( psf ) : 38. 077

Desi gn Roof Load ( psf ) :

Tot al wei ght of Roof Pl at es ( l b) : 55808.Cor r oded wei ght of Roof Pl at es ( l b) : 34880.

Comput ed Number of Gi r der Ri ngs: 1Comput ed Number of Raf t er Ri ngs: 2

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Radi i t o Gi r der Ri ngs f r om Cent er of TankRi ng, Radi us Lengt h ( f t ) : 1 18. 96

Ri ng, Radi us Lengt h ( f t ) : 2 36. 91

Raf t er Spaci ng: t * SQRT( 2 * Sp / P )Spaci ng accor di ng t o B&Y Eq 4. 25 ( i n) : 122. 50Li mi t i ng spaci ng per API 3. 10. 4. 5 ( i n) : 75. 398Fi nal i zed out er r af t er spaci ng ( i n) : 75. 398Fi nal i zed i nner r af t er spaci ng ( i n) : 66. 000

Gi r der Ri ng Lengt hs & Quant i t i es ( f r om cent er r i ng)Accor di ng t o B&Y Eq 4. 26

L = 2 * R * SI N( 360 / 2N )

RI NG Number Lengt h ( f t )1 4 26. 813

RAFTER DETAI LS FROM CENTER OF TANK

RI NG #, I ni t i al Number Requi r ed : 2 36. 909Number af t er mul t i pl e/ space check: 40Outer edge # and spaci ng ( i n) : 0 69. 573I nner edge # and spaci ng ( i n) : 10 32. 175

RI NG #, I ni t i al Number Requi r ed : 1 17. 069Number af t er mul t i pl e/ space check: 20Outer edge # and spaci ng ( i n) : 5 64. 350I nner edge # and spaci ng ( i n) : 0 0. 000

RAFTER SHAPE DETAI LS FROM TANK CENTER

RI NG Number : 1Uni t l oad, Moment , Requi r ed Sect Mod: 8. 51 56576. 59 2. 44Sel ect ed shape and Sect Modul ous : C5X6. 7 3. 00Fi nal i zed shape and uni t wei ght : C5X6. 7 6. 70Cumul at i ve Raf t er Wei ght : 2577. 25

RI NG Number : 2Uni t l oad, Moment , Requi r ed Sect Mod: 13. 45 137474. 02 5. 93Sel ect ed shape and Sect Modul ous : C7X9. 8 6. 08Uni t l oad, Moment , Requi r ed Sect Mod: 14. 27 145791. 91 6. 28Sel ect ed shape and Sect Modul ous : C8X11. 5 8. 14Fi nal i zed shape and uni t wei ght : C8X11. 5 11. 50

Cumul at i ve Raf t er Wei ght : 13540. 53

GI RDER SHAPE DETAI LS FROM TANK CENTER

RI NG Number : 1Raf t er l engt h car r i ed- out si de, i nsi de: 8. 98 9. 48Uni t l oad, Moment , Requi r ed Sect Mod: 64. 27 831621. 56 35. 85Sel ect ed shape and Sect Modul ous : W16X26 38. 40Fi nal i zed shape and uni t wei ght : W16X26 26. 14Cumul at i ve Gi r der Wei ght : 2803. 15

COLUMN SHAPE DETAI LS FROM TANK CENTER

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RI NG Number : 1Col umn Hei ght and i ni t i al l oad : 53. 40 20627. 45Number of col umns, r eqd r adi i gyr t n : 1 3. 56

Checki ng Col umn Shape : P10_STDRadi i of Gyrat i on : 3. 67 3. 67Al l owabl e, Act ual Compressi ve st r ess: 10026. 47 1913. 66Fi nal i zed shape and uni t wei ght : P10_STD 40. 53Cumul at i ve Col umn Wei ght : 2164. 24


Checki ng Col umn Shape : P10_STDRadi i of Gyrat i on : 3. 67 3. 67Al l owabl e, Act ual Compressi ve st r ess: 10725. 99 1965. 94

Fi nal i zed shape and uni t wei ght : P10_STD 40. 53Cumul at i ve Col umn Wei ght : 10308. 89

ROOF WEI GHT SUMMARYWei ght of Roof Pl at es ( l b) : 55808.Wei ght of Roof Raf t er s ( l b) : 13541.Wei ght of Roof Gi r der s ( l b) : 2803. 1Wei ght of Roof Col umns ( l b) : 10309.

TOTAL Roof Wei ght ( l b) : 82461.

=== SECTI ON 3. 10. 3 CHECKS =======

Col umn Ri ng : 0L/ r and t / R r at i os : 174. 59067 0. 07500Y and FS val ues : 1. 00000 1. 87469App_M f act or and Cma : 1. 00000 6723. 29102

Col umn Ri ng : 1L/ r and t / R r at i os : 164. 25865 0. 07500

Y and FS val ues : 1. 00000 1. 89380App_M f act or and Cma : 1. 00000 7091. 78955

Raf t er Ri ng : 1Bendi ng Al l owabl e per 3. 10. 3. 4. B 20000. 00000Unbr aced Lengt h : 0. 00000Shear Al l owabl e per 3. 10. 3. 5. B 13000. 00000


Gi r der Ri ng : 1Bendi ng Al l owabl e per 3. 10. 3. 4. A 22000. 00000Unbr aced Lengt h : 32. 17503Shear Al l owabl e per 3. 10. 3. 5. B 13000. 00000

WARNING, the 3.10.3 checks have failed,

pr obabl y due to t he St r uct ur al Member Al l owabl e

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St r ess bei ng speci f i ed t oo hi gh. Thi s val ue i sbei ng r educed by 1000 psi and t he member desi gnr estart ed.

Ol d Member Al l owabl e St r ess ( psi ) : 23200.New Member Al l owabl e St r ess ( psi ) : 22200.



RI NG Number : 2

Uni t l oad, Moment , Requi r ed Sect Mod: 13. 45 137474. 02 6. 19Sel ect ed shape and Sect Modul ous : C8X11. 5 8. 14Fi nal i zed shape and uni t wei ght : C8X11. 5 11. 50Cumul at i ve Raf t er Wei ght : 13540. 53


RI NG Number : 1Raf t er l engt h car r i ed- out si de, i nsi de: 8. 98 9. 48Uni t l oad, Moment , Requi r ed Sect Mod: 64. 27 831621. 56 37. 46Sel ect ed shape and Sect Modul ous : W16X26 38. 40Uni t l oad, Moment , Requi r ed Sect Mod: 66. 44 859806. 38 38. 73Sel ect ed shape and Sect Modul ous : W14X30 42. 00

Fi nal i zed shape and uni t wei ght : W14X30 30. 12Cumul at i ve Gi r der Wei ght : 3230. 19






ROOF WEI GHT SUMMARYWei ght of Roof Pl at es ( l b) : 55808.

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Wei ght of Roof Raf t er s ( l b) : 13541.Wei ght of Roof Gi r der s ( l b) : 3230. 2Wei ght of Roof Col umns ( l b) : 10309.


=== SECTI ON 3. 10. 3 CHECKS =======







Gi r der Ri ng : 1Bendi ng Al l owabl e per 3. 10. 3. 4. D 20000. 00000

Unbr aced Lengt h : 32. 17503Shear Al l owabl e per 3. 10. 3. 5. B 13000. 00000


pr obabl y due to t he St r uct ur al Member Al l owabl eSt r ess bei ng speci f i ed t oo hi gh. Thi s val ue i sbei ng r educed by 1000 psi and t he member desi gnr estart ed.





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RI NG Number : 1

Raf t er l engt h car r i ed- out si de, i nsi de: 8. 98 9. 48Uni t l oad, Moment , Requi r ed Sect Mod: 64. 27 831621. 56 39. 23Sel ect ed shape and Sect Modul ous : W14X30 42. 00Fi nal i zed shape and uni t wei ght : W14X30 30. 12Cumul at i ve Gi r der Wei ght : 3230. 19



Checki ng Col umn Shape : P10_STDRadi i of Gyrat i on : 3. 67 3. 67

Al l owabl e, Act ual Compressi ve st r ess: 8696. 27 1913. 66Fi nal i zed shape and uni t wei ght : P10_STD 40. 53Cumul at i ve Col umn Wei ght : 2164. 24





=== SECTI ON 3. 10. 3 CHECKS =======


Y and FS val ues : 1. 00000 1. 87469

App_M f act or and Cma : 1. 00000 6723. 29102




Raf t er Ri ng : 2

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Bendi ng Al l owabl e per 3. 10. 3. 4. B 20000. 00000Unbr aced Lengt h : 0. 00000Shear Al l owabl e per 3. 10. 3. 5. B 13000. 00000

Gi r der Ri ng : 1Bendi ng Al l owabl e per 3. 10. 3. 4. D 20000. 00000Unbr aced Lengt h : 32. 17503Shear Al l owabl e per 3. 10. 3. 5. B 13000. 00000


pr obabl y due to t he St r uct ur al Member Al l owabl eSt r ess bei ng speci f i ed t oo hi gh. Thi s val ue i sbei ng r educed by 1000 psi and t he member desi gnr estart ed.




RI NG Number : 2Uni t l oad, Moment , Requi r ed Sect Mod: 13. 45 137474. 02 6. 81Sel ect ed shape and Sect Modul ous : C8X11. 5 8. 14

Fi nal i zed shape and uni t wei ght : C8X11. 5 11. 50Cumul at i ve Raf t er Wei ght : 13540. 53


RI NG Number : 1Raf t er l engt h car r i ed- out si de, i nsi de: 8. 98 9. 48Uni t l oad, Moment , Requi r ed Sect Mod: 64. 27 831621. 56 41. 17Sel ect ed shape and Sect Modul ous : W14X30 42. 00Uni t l oad, Moment , Requi r ed Sect Mod: 66. 78 864100. 12 42. 78Sel ect ed shape and Sect Modul ous : W16X31 47. 20Fi nal i zed shape and uni t wei ght : W16X31 31. 04Cumul at i ve Gi r der Wei ght : 3328. 74




RI NG Number : 2

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Col umn Hei ght and i ni t i al l oad : 50. 24 21509. 63Number of col umns, r eqd r adi i gyr t n : 4 3. 35




=== SECTI ON 3. 10. 3 CHECKS =======





Raf t er Ri ng : 1

Bendi ng Al l owabl e per 3. 10. 3. 4. B 20000. 00000Unbr aced Lengt h : 0. 00000Shear Al l owabl e per 3. 10. 3. 5. B 13000. 00000


Gi r der Ri ng : 1Bendi ng Al l owabl e per 3. 10. 3. 4. A 22000. 00000Unbr aced Lengt h : 32. 17503Shear Al l owabl e per 3. 10. 3. 5. B 13000. 00000

WARNING, the 3.10.3 checks have failed,pr obabl y due to t he St r uct ur al Member Al l owabl eSt r ess bei ng speci f i ed t oo hi gh. Thi s val ue i sbei ng r educed by 1000 psi and t he member desi gnr estart ed.



RI NG Number : 1

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Uni t l oad, Moment , Requi r ed Sect Mod: 8. 51 56576. 59 2. 95Sel ect ed shape and Sect Modul ous : C5X6. 7 3. 00Uni t l oad, Moment , Requi r ed Sect Mod: 9. 07 60291. 86 3. 14

Sel ect ed shape and Sect Modul ous : C6X8. 2 4. 38Fi nal i zed shape and uni t wei ght : C6X8. 2 8. 17Cumul at i ve Raf t er Wei ght : 3139. 79



RI NG Number : 1Raf t er l engt h car r i ed- out si de, i nsi de: 8. 98 9. 48

Uni t l oad, Moment , Requi r ed Sect Mod: 64. 48 834411. 19 43. 46Sel ect ed shape and Sect Modul ous : W16X31 47. 20Fi nal i zed shape and uni t wei ght : W16X31 31. 04Cumul at i ve Gi r der Wei ght : 3328. 74



Checki ng Col umn Shape : P10_STDRadi i of Gyrat i on : 3. 67 3. 67

Al l owabl e, Act ual Compressi ve st r ess: 7420. 01 1936. 96Fi nal i zed shape and uni t wei ght : P10_STD 40. 53Cumul at i ve Col umn Wei ght : 2164. 24


Checki ng Col umn Shape : P10_STDRadi i of Gyrat i on : 3. 67 3. 67Al l owabl e, Act ual Compressi ve st r ess: 7982. 52 1982. 80

The maxi mum r eport l engt h of 800 l i nes has beenr eached. Repor t gener at i on i s t ermi nated.

Manual l y revi ew t he di sk f i l e ( . LOG or . TXT)f or addi t i onal dat a.

WI ND I NFORMATI ONAPI - 650 11t h Edi t i on, J une 2007

Wi nd Vel oci t y . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( M. / sec. ) 36. 110Vel oci t y Fact or . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 45311Wi nd Pr essur e . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( KPa ) 0. 91102Ar ea Exposed t o Wi nd . . . . . . . . . . . . . . . . . . . . . ( m. **2) 345. 09Sect 3. 9. 7. 1 Wi nd Moment on Tank . . . . . . . . . ( N. m. ) 0. 24139E+07Wi nd Shear For ce Act i ng on Tank . . . . . . . . . . ( N. ) 0. 31438E+06

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MATERI AL PROPERTY I NFORMATI ON

Wi nd Gi r der Hei ght Reducti on Factor . . . . . . . . . . . . . . . . . . 1. 0000

The f ol l owi ng mat er i al propert i es have been modi f i ed i naccor dance wi t h API - 650 ( and API - 653 wher e appl i cabl e) .

Cour se Mater i al Desi gn Test App M Number Name St r ess ( Sd) St r ess ( St ) Reduct i on

( KPa ) ( KPa )1 A- 283 0. 13789E+06 0. 15513E+06 1. 00002 A- 283 0. 13789E+06 0. 15513E+06 1. 00003 A- 283 0. 13789E+06 0. 15513E+06 1. 00004 A- 283 0. 13789E+06 0. 15513E+06 1. 00005 A- 283 0. 13789E+06 0. 15513E+06 1. 00006 A- 283 0. 13789E+06 0. 15513E+06 1. 00007 A- 283 0. 13789E+06 0. 15513E+06 1. 0000

8 A- 283 0. 13789E+06 0. 15513E+06 1. 0000

SHELL COURSE THI CKNESS DATA - Var i abl e Poi nt Met hodThi ckness Val ues f or Three Cases MI N TEMP

COURSE DESI GN TEST USER ( deg C )( mm. ) ( mm. ) ( mm. ) St at us

1 13. 805 11. 299 14. 000 - 5. 0 PASS2 12. 516 9. 9453 14. 000 - 5. 0 PASS3 11. 311 8. 6850 12. 000 - 7. 2 PASS4 10. 107 7. 4262 12. 000 - 7. 2 PASS5 8. 9026 6. 1692 10. 000 - 8. 8 PASS6 7. 7038 6. 0000 8. 0000 - 10. 4 PASS

7 6. 5063 6. 0000 8. 0000 - 10. 4 PASS8 6. 0000 6. 0000 6. 0000 - 11. 7 PASS

VARI ABLE POI NT LOCATI ONS ABOVE COURSE BOTTOM COURSE DESI GN TEST

( mm. ) ( mm. )

1 304. 80 304. 802 400. 55 409. 613 374. 10 382. 564 345. 63 353. 455 316. 97 321. 726 280. 53 286. 497 242. 17 246. 28

8 196. 66 198. 06

Note, "ANALYSIS" mode has been activated. From this

point on, the user specified thicknesses will be used

for all calculations. The above values for DESIGN and

TEST thicknesses are for reference purposes only.

SHELL COURSE ALLOWED FLUI D HEI GHTSFl ui d Hei ght s f or Thr ee Cases

COURSE DESI GN TEST REQUI RED( m. ) ( m. ) ( m. )

1 16. 485 20. 000 16. 200

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2 16. 220 19. 695 14. 4003 13. 615 17. 330 12. 6004 13. 194 16. 881 10. 800

5 10. 599 14. 477 9. 00046 7. 6247 11. 620 7. 20047 7. 2178 11. 254 5. 40048 4. 4990 8. 7582 3. 6004

Maxi mum al l owed f l ui d hei ght of ent i r e t ank f or:Des i gn Thi ckness Case . . . . . . . . . . . . . . . . . ( m. ) 16. 485

Test Thi ckness Case . . . . . . . . . . . . . . . . . ( m. ) 20. 000Requi red f l ui d hei ght . . . . . . . . . . . . . . . . . (m. ) 16. 200

BASE PLATE DETAI LS - SHELL WEI GHT & CENTER OF GRAVI TYAnnul ar Base Pl at e Thi ckness . . . . . . . . . . . . . ( mm. ) 9. 0000( f r om API - 650 Tabl e 3- 1)

Annul ar Base Pl at e Wi dt h per 3. 5. 2 . . . . . . . ( mm. ) 674. 40

( 2 + ThkCr s1 + max[ 24, ( 390t b / sqr t ( HG) ) ] )Wei ght of Shel l + Nozzl es . . . . . . . . . . . . . . . . ( N. ) 0. 82272E+06

Tot al Wei ght of al l Nozz l es . . . . . . . . . . . . . . ( N. ) 0. 00000Cent er of Gr avi t y ( Shel l +Nozzl es) . . . . . . . . ( m. ) 6. 1286

WI ND OVERTURNI NG STABI LI TY CHECKCor r oded Shel l Wei ght + %Roof - Upl i f t . . . ( N. ) - 0. 16409E+07wa . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. / cm. ) 303. 57Mw - moment due t o wi nd ( hor+ver ) press . . ( N. m. ) 0. 38221E+07Mpi - moment due t o i nternal pr essur e . . . . ( N. m. ) 0. 67095E+08Mf - moment due t o t ank l i qui d . . . . . . . . . . . ( N. m. ) 0. 24140E+08Mdl - moment due t o shel l & r oof . . . . . . . . . ( N. m. ) 0. 83782E+07Sect . 3. 11 r equi r es anchor s, count i s . . . . 24

Sect. 3. 11 t ensi on l oad per bol t . . . . . . . . . ( N. ) 28312.

WI ND GI RDER I NFORMATI ONFor "open t op" t anks . . .

Requi r ed Sect i on Modul us, Top Gi r der . . . ( mm. ** 3) 0. 19115E+06Tabl e 3- 20 Det ai l , B val ue . . . . . . . . . . . . . ( mm. ) d 0. 00Tabl e 3- 20 Shape name ( i f appl i cabl e) . . . . . . . . . . . . . . . 4x3x. 3125

Maxi mum Hei ght of Unst i f f ened Shel l . . . . . . ( m. ) 17. 259

WI ND GI RDER - TRANSFORMED SECTI ON METHODNumber of I nt er medi at e Gi r der s Reqd . . . . . . . . . . . . . . . . . . 0

WEI GHT SUMMARY- - - - - - - - - - - - - -

Shel l ( Cor r oded) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 587660.Shel l ( Non- Cor r oded) . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 822724.Annul ar Base Pl at e . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 32186.Bot t om Pl at e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 277959.Nozzl es . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 0.Roof Pl at es . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 248236.Roof Frami ng/ St r ucture . . . . . . . . . . . . . . . . . . . . . . . (N. ) : 123391.Shel l At t achment s . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 56232.I nsul at i on . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 0.Oper at i ng Fl ui d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 47657800.Wat er Wei ght . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( N. ) : 56068000.

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Oper at i ng Wei ght ( Non- Cor r oded) . . . . . . . . . . . . . . ( N. ) : 49218528.

Test Wei ght ( Non- Cor r oded) . . . . . . . . . . . . . . . . . . . ( N. ) : 57628728.

Empt y Wei ght ( Non- Cor r oded) . . . . . . . . . . . . . . . . . . ( N. ) : 1560727.

TANK - Roof Desi gn/ Anal ysi s Dat aAPI - 650 11t h Edi t i on, J une 2007

SUPPORTED CONE ROOF St r uct ural Li brary: AI SC89. BI NRoof t hi ckness per 3. 10. 2. 2, Cone Roof ( mm. ) : 7. 7625

Tot al wei ght of Roof Pl at es . . . . . . . . . . . ( N. ) : 0. 24824E+06( Based on user i nput t hi ckness)User Speci f i ed Desi gn Roof Load . . . . . . . ( KPa ) : 1. 8231( i ncl udi ng user pl at e t hi ckness)

Comput ed Number of Gi r der Ri ngs: 1

Gi r der Radi i , Number , Lengt h f r omTank Cent erRi ng Radi us Length Number Length

( m. ) ( m. )1 5. 7788 4 8. 1725

Comput ed Number of Raf t er Ri ngs: 2Raf t er Det ai l s f r omTank Cent erRI NG Number Out er NUM/ I nner NUM/ Max

Spaci ng GRDR Spaci ng GRDR Lengt h ( m. )( mm. ) ( mm. )

1 20 1634. 491 ( 5) 0. 000 ( 0) 5. 8592 40 1767. 146 ( 0) 817. 246 ( 10) 7. 263

Raf t er Si ze Det ai l s f r om Tank Cent erRI NG Raf t er Load Sel ect ed - - Sect i on Modul us- -( N. / cm. ) Shape Requi r ed Act ual

( mm. **3) ( mm. **3)1 16. 091 C6X8. 2 52150. 80 71775. 342 25. 236 C8X11. 5 125693. 89 133390. 69

Gi r der Si ze Det ai l s f r om Tank Cent erRI NG Gi r der Load Sel ect ed - - Sect i on Modul us- -

( N. / cm. ) Shape Requi r ed Act ual( mm. **3) ( mm. **3)

1 117. 449 W16X31 740729. 94 773469. 38

Col umn Si ze Det ai l s ( f r om cent er , Ri ng 0)

RI NG Col umn Col umn Al l ow Comp Requi r ed Radi usLoad Hei ght St r ess of Gyrat i on

( N. ) ( m. ) ( KPa ) ( mm. )0 102611. 5 16. 27 51158. 0 90. 4171 105040. 2 15. 31 55036. 3 85. 066

RI NG Num Sel ect ed Act ual Comp Act ual Radi iShape St r ess of Gyrat i on

( KPa ) ( mm. ) ( mm. )0 1 P10_STD 13354. 5 93. 218 93. 2181 4 P10_STD 13670. 6 93. 218 93. 218

SECTI ON 3. 10. 3 CHECKS FOR ROOF MEMBERS

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Raf t er Act ual Al l owabl e St at us Act ual Al l owabl e St at usRi ng Shear Shear Bendi ng Bendi ng

( KPa ) ( KPa ) ( KPa ) ( KPa )1 3044. 1 89629. 8 PASS 96182. 5 137892. 0 PASS2 4202. 5 89629. 8 PASS 124738. 0 137892. 0 PASS

Gi r der Act ual Al l owabl e St at us Act ual Al l owabl e St at usRi ng Shear Shear Bendi ng Bendi ng

( KPa ) ( KPa ) ( KPa ) ( KPa )1 8156. 7 89629. 8 PASS 126773. 1 151681. 2 PASS

Col umn Act ual Al l owabl e StatusRi ng Compressi on Compressi on

( KPa ) ( KPa )0 13354. 5 46354. 4 PASS1 13670. 6 48895. 1 PASS

ROOF WEI GHT SUMMARYWei ght of Roof Pl at es . . . . . . . . . . . . . . . ( N. ) : 0. 24824E+06Wei ght of Roof Raf ters . . . . . . . . . . . . . . (N. ) : 62730.Wei ght of Roof Gi rders . . . . . . . . . . . . . . ( N. ) : 14806.Wei ght of Roof Col umns . . . . . . . . . . . . . . ( N. ) : 45854.

TOTAL Roof Wei ght . . . . . . . . . . . . . . . . . . . ( N. ) : 0. 37163E+06

ROOF EVALUATI ONS - Appendi x FUpl i f t f or ce due t o i nt er nal pr essur e. . ( N. ) : 0. 59640E+07

Tot al wei ght r esi st i ng upl i f t . . . . . . . . . ( N. ) : 0. 11116E+07

Max Desi gn Pr essur e, l i mi t ed by upl i f t . ( i n of H2O ) : 11. 243Max Desi gn Pr essur e, l i mi t ed by upl i f t . ( KPa ) : 2. 7991

( Accor di ng t o F. 4. 2)

Max Desi gn Pr essur e, r oof / shel l j oi nt . ( i n of H2O ) : 5. 7581Max Desi gn Pr essur e, r oof / shel l j oi nt . ( KPa ) : 1. 4336

( Accor di ng t o F. 4. 1)

Compr essi on Ri ng Fai l ur e Pr essur e . . . . . ( i n of H2O ) : 8. 2681Compr essi on Ri ng Fai l ur e Pr essur e . . . . . ( KPa ) : 2. 0585

( Accor di ng to F. 6)

NOTE, t hi s t ank requi r es an Anchored Base ! ! !

Per F. 7, al l owed pr essur e i s: . . . . . . . . . ( KPa ) : 17. 236

Requi r ed Compr essi on Ar eas, Roof / Shel l J unct i onAr ea as per Secti on F. 5 . . . . . . . . . . . . . . ( mm. **2 ) : 40184.

FRANGI BLE ROOF- TO- SHELL J UNCTI ON AREA LI MI TAr ea as per Sect i on 3. 10. 2. 5. 3 . . . . . . . . ( mm. **2 ) : 4141. 3

SEI SMI C EVALUATI ON RESULTS - Appendi x EAPI - 650 11t h Edi t i on, J une 2007

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Si t e- Speci f i c Gr ound Mot i on

Desi gn Fl ui d Wei ght ( N. ) 0. 47658E+08

Sp - desi gn l evel peak accel f or nonASCE 0. 30000Ss - MCE at per i od of 0. 2 seconds 0. 75000S0 - MCE at per i od of 0. 0 seconds 0. 30000S1 - MCD at per i od of 1. 0 seconds 0. 37500SDS- desi gn spect r al accel par ameter 0. 90000

FA - accel er at i on based si t e coef f i ci ent 1. 2000FV - vel oci t y based si t e coef f i ci ent 1. 6500

TS - FvS1 / FaSs 0. 68750TC - convect i ve sl oshi ng per i od ( sec) 4. 9909

Ac - convect i ve spect r al accel parameter 0. 10247

Ai - i mpul si ve spect r al accel par amet er 0. 22500Wc - ef f ect i ve convect i ve f l ui d wei ght ( N. ) 0. 15070E+08Wi - ef f ect i ve i mpul si ve f l ui d wei ght ( N. ) 0. 33066E+08Vc - convect i ve l i qui d base shear ( N. ) 0. 15442E+07Vi - i mpul si ve l i qui d base shear ( N. ) 0. 77807E+07V - t otal desi gn base shear ( N. ) 0. 79324E+07VS - shear r esi st ance ( N. ) 0. 18678E+08

Xc - r i ng wal l convect i ve moment arm ( m. ) 10. 884Xi - r i ng wal l i mpul si ve moment ar m ( m. ) 6. 0752XCS- sl ab convect i ve moment arm ( m. ) 11. 706XI S- sl ab i mpul si ve moment arm ( m. ) 9. 6488WS - shel l +appur t enances wei ght ( N. ) 0. 87896E+06

Wr s- r oof , f r ami ng 10% snow wei ght ( N. ) 55578.Mr w- r i ngwal l over t urni ng moment ( N. m. ) 0. 50397E+08Ms - sl ab over t urni ng moment ( N. m. ) 0. 76273E+08

AV - ver t i cal accel er at i on par amet er 0. 12600Ge - ef f ect i ve speci f i c gr avi t y 0. 80716

wa - r esi st i ng annul us f or ce ( N. / cm. ) 461. 37wt - t ank + r oof wei ght at shel l base ( N. / cm. ) 366. 57

J - t he anchor age r at i o 1. 6636L - r eqd mi n annul ar pl at e pr oj ect i on ( m. ) 0. 00000

Anchorage ratio too large, anchors needed

Wab- Mi ni mumanchor age r esi st ance ( N. / cm. ) 0. 49987E+06N - number of anchor bol t s r equi r ed 24Pab- anchor sei smi c desi gn l oad ( N. ) 0. 57962E+08Sc - shel l compr essi ve st r ess ( KPa ) 10135.Sa - shel l al l owabl e st r ess ( KPa ) 48397.

Hei ght of sl oshi ng wave ( m. ) 1. 6767Requi r ed Fr eeboard ( m. ) 1. 1737

Cour se Hoop St r ess Hoop Al l owabl e( KPa ) ( KPa )

1 0. 18031E+06 0. 18340E+062 0. 16714E+06 0. 18340E+06

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3 0. 15230E+06 0. 18340E+064 0. 13578E+06 0. 18340E+065 0. 11761E+06 0. 18340E+06

6 97873. 0. 18340E+067 89571. 0. 18340E+068 64144. 0. 18340E+06

Sei smi c Eval uat i on Summary.Sei smi c shel l st r ess check passed.Base shear wi t hi n l i mi t s.Hoop st r ess wi t hi n al l owabl e.

ANCHOR BOLT DETAI LS - Sect i on 5. 12API - 650 11t h Edi t i on, J une 2007

Case Upl i f t Al l owabl e Load/ Bol t( N. ) Bol t St r ess ( N. )

( KPa )Desi gn Pr essur e : 0. 00000 103419. 0. 00000

Test Pr essure : 0. 50315E+07 137892. 89849.Fai l ur e Pressur e : 64740. 250000. 1156. 1Wi nd Loadi ng : 0. 00000 200000. 0. 00000Sei smi c OPE : 0. 82147E+07 200000. 0. 14669E+06Desi gn Pr ess + Wi nd Load : 0. 32224E+06 137892. 5754. 3Desi gn Pr ess + Sei smi c OPE : 0. 86022E+07 200000. 0. 15361E+06

ANCHOR BOLT RESULTS - Sect i on 5. 12

Case Number Bol t Bol t St r essof Bol t s Di amet er ( KPa )

( mm. )Desi gn Pressur e : 56 56. 000 0.

Test Pr essure : 56 56. 000 48236.Fai l ur e Pressure : 56 56. 000 621.Wi nd Loadi ng : 56 56. 000 0.Sei smi c OPE : 56 56. 000 78753.Desi gn Pr ess + Wi nd Load : 56 56. 000 3089.Desi gn Pr ess + Sei smi c OPE : 56 56. 000 82468.

Fi nal Anchor Bol t Spaci ng . . . . . . . . . . . . . . ( m. ) 1. 26

Speci f i ed number of user bol t s i s suf f i ci ent .Specified user bolt diameter is insufficient.

API - 650 APPENDI X I . 7. 3 GRI LLAGE CHECKAPI - 650 11t h Edi t i on, J une 2007

Uni f orm Pressure "p" . . . . . . . . . . . . . . . . . . (KPa ) : 159. 48970Comput ed Gr i l l age Spaci ng . . . . . . . . . . . . . . . . . . . . ( mm. ) : 263. 45566Al l owed Bot t om Def l ect i on . . . . . . . . . . . . . . . . . . . . (mm. ) : 3. 00000Comput ed Bot t om Def l ecti on . . . . . . . . . . . . . . . . . . . ( mm. ) : 0. 48804