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AMETANK REPORT

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TABLE OF CONTENTS

SUMMARY OF DESIGN DATA AND REMARKS

ROOF DESIGN

ROOF SUMMARY OF RESULTS

SHELL COURSE DESIGN

SHELL SUMMARY OF RESULTS

BOTTOM DESIGN

BOTTOM SUMMARY OF RESULTS
http://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#summary-of-design-data-and-remarkshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#roof-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#roof-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#shell-course-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#shell-course-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#shell-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#bottom-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#bottom-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#roof-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#roof-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#roof-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#roof-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#shell-course-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#shell-course-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#shell-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#shell-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#bottom-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#bottom-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#bottom-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#bottom-summary-of-resultshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#summary-of-design-data-and-remarkshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#summary-of-design-data-and-remarks

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WIND MOMENT

SEISMIC SITE GROUND MOTION

SEISMIC CALCULATIONS

ANCHOR BOLT DESIGN

ANCHOR BOLT SUMMARY OF RESULTS

CAPACITIES AND WEIGHTS

MAWP & MAWV SUMMARY

No Warnings!!
http://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#wind-momenthttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#seismic-site-groundhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#seismic-calculationshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#anchor-bolt-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#anchor-bolt-summaryhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#capacities-and-weightshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#mawp-mawv-summaryhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#wind-momenthttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#wind-momenthttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#seismic-site-groundhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#seismic-site-groundhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#seismic-calculationshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#seismic-calculationshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#anchor-bolt-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#anchor-bolt-designhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#anchor-bolt-summaryhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#anchor-bolt-summaryhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#capacities-and-weightshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#capacities-and-weightshttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#mawp-mawv-summaryhttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#mawp-mawv-summary

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SUMMARY OF DESIGN DATA AND REMARKSBack

Job : 2014-4-7-14-46

Date of Calcs. : 07-Apr-2014

Mfg. or Insp. Date :

Designer : Gabraa!

"ro#ect :

$ag %&!ber :

"lant : "'(C)A*+( D+*C(I"$I,% CI$ A%D *$A$+

"lant ocation : A!erican /alls ID

*ite : Magnia

Design asis : A"I-630 12t +ition Marc 201

TANK NAMEPLATE INFORMATION

Design Internal "ress&re 5 0 psi or 0 in2o
http://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#initial-reporthttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#initial-report

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Design +ternal "ress&re 5 -0 psi or -0 in2o

MA" 5 0.001 psi or 0.074 in2o

MA8 5 -0.0919 psi or -2.342 in2o

D of $an; 5 12 ft

,D of $an; 5 12.076 ft

ID of $an; 5 127.9214 ft

C of $an; 5 12 ft

*ell )eigt 5 61 ft

*.G of Contents 5 1

Ma i

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SUMMARY OF S/ELL RESULTS

S"e00 1 Wi#" +in. Maeria0

1 121.3 A6-M,D

2 121.3 A6-M,D

121.3 A6

4 121.3 A6

3 121.3 A6

6 121.3 A6

$otal eigt of *ell 5 393.610 lbf

CONE ROOF

"lates Material 5 A6

*tr&ct. Material 5 A106-

t.re

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(afters $otal eigt 5 47334.694 lbf

GIRDERS$

t?

3

Girers $otal eigt 5 1660.6121 lbf

COLUMNS$

t?

1

3

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Col&!ns $otal eigt 5 12.937 lbf

Boom T2*e $ F0a Boom Non Ann30ar

otto! Material 5 A6

t.re

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D 5 $an; %o!inal Dia!eter per A"I-630 3.6.1.1 %ote 1 FftH

ensit? 5 Densit? of roof FlbfEinH

D 5 Dea loa FpsfH

e.1b 5 Gra=it? (oof oa F1H - alance FpsfH

e.1& 5 Gra=it? (oof oa F1H - 'nbalance FpsfH

e.2b 5 Gra=it? (oof oa F2H - alance FpsfH

e.2& 5 Gra=it? (oof oa F2H - 'nbalance FpsfH

/p 5 "ress&re Co!bination /actor

/? 5 s!allest of te ?iel strengt FpsiH

/?-roof 5 Mini!&! ?iel strengt for sell !aterial F$able 3-2bH FpsiH

/?-sell 5 Mini!&! ?iel strengt for sell !aterial F$able 3-2bH FpsiH

/?-stiff 5 Mini!&! ?iel strengt for stiffener !aterial F$able 3-2bH FpsiH

r 5 (oof eigt FftH

ID 5 $an; Inner Dia!eter FftH

Ins&lation 5 (oof Ins&lation FftH

J+r 5 (oof #oint efficienc?

r 5 +ntere (oof i=e oa FpsfH

r-1 5 Co!p&te (oof i=e oa incl&ing +ternal "ress&re

Ma-p 5 Ma (oof oa &e to participating Area FpsfH

%et-'plift 5 'plift &e to internal press&re !in&s no!inal @eigt of sell roof an attace fra!ing FlbfHper A"I-630 /.1.2

" 5 Mini!&! participating area FpsfH

"-et-2 5 Ma eternal press&re &e to roof act&al participating area FpsiH

"-/31 5 Ma esign press&re re=ersing a-!in-A calc&lation FpsfH

"-!a-et-$ 5 $otal !a eternal press&re &e to roof act&al tic;ness an roof participating area FpsiH

"-!a-internal 5 Mai!&! esign press&re an test proce&re per A"I-630 /.4 /.3. FpsfH

"-*t 5 Ma press&re press&re allo@e per A"I-630 App. /.1 /.7 FpsiH

"-'plift 5 'plift case per A"I-630 1.1.1 FlbfH

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"-@eigt 5 Dea loa of roof plate F"sfH

"e 5 +ternal "ress&re FpsfH

pt 5 (oof cone pitc FinH rise per 12 FinH

"= 5 Internal "ress&re FpsfH

( 5 (oof oriBontal rai&s FftH

(a 5 (oof s&rface area Fin2H

(oof-@c 5 eigt corroe of roof plates FlbfH

* 5 Gro&n *no@ oa per A*C+ 7-03 /ig 7-1 FpsfH

*b 5 alance Design *no@ oa per A"I-630 *ection 3.2.1..1 FpsfH

*ell-@c 5 eigt corroe of sell FlbfH

*& 5 'nbalance Design *no@ oa per A"I-630 *ection 3.2.1..2 FpsfH

$ 5 alance (oof Design oa per A"I-630 Appeni ( FpsfH

t-calc 5 Mini!&! no!inal roof plates tic;ness per A"I-630 *ection 3.10.3.1 FinH

t-Ins 5 tic;ness of (oof Ins&lation FftH

$eta 5 Angle of cone to te oriBontal FegreesH

' 5 'nbalance (oof Design oa per A"I-630 Appeni ( FpsfH

c 5 Mai!&! @it of participating sell per A"I-630 /ig. /-2 FinH

5 Mai!&! @it of participating roof per A"I-630 /ig. /-2 FinH

Roo4 Design Per API%&'(

Noe$ Tan5 Press3re Com6inaion Faor F* 7 (89

D 5 12 ft

ID 5 127.9214 ft

CA 5 0.11 in

( 5 64.0347 ft

/p 5 0.4

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J+r 5 1

J+s 5 1

J+st 5 1

Ins&lation 5 0 ft

A-D 5 0 psf

r 5 20 psf

* 5 20 psf

*b 5 16. psf

*& 5 16. psf

ensit? 5 0.2 lbfEin

"-@eigt 5 12.306 "sf

"e 5 0 psf

pt 5 0.73 in rise per 12 in

t-act&al 5 0.033 in

/?-roof 5 6000 psi

/?-sell 5 6000 psi

/?-stiff 5 6000 psi

*ell-@c 5 4666.7229 lbf

(oof-@c 5 979.007 lbf

"-*t 5 2.3 psi "er A"I-630 /.1.

t-1 5 0.123 in

CA-1 5 0.123 in

* 5 2200 psi

$eta 5 $A%-1 FptE12H

$eta 5 $A%-1 F0.73E12H

$eta 5 .376 egrees

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Alpa 5 90 - $eta

Alpa 5 90 - .376

Alpa 5 6.427 egrees

Ap-8ert 5 D2 $A%F$etaHE4

Ap-8ert 5 122 $A%F.376HE4

Ap-8ert 5 236 ft2

/ori:ona0 Pro;ee# Area o4 Roo4 *er API%&'( '8

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e.1b 5 2.306 psf

e.2b 5 D K "e K F0.4 MAF*b rHH

e.2b 5 12.306 K 0 K F0.4 MAF16. 20HH

e.2b 5 20.306 psf

$ 5 MAFe.1b e.2bH

$ 5 MAF2.306 20.306H

$ 5 2.306 psf

e.1& 5 D K MAF*& rH K F0.4 "eH

e.1& 5 12.306 K MAF16. 20H K F0.4 0H

e.1& 5 2.306 psf

e.2& 5 D K "e K F0.4 MAF*& rHH

e.2& 5 12.306 K 0 K F0.4 MAF16. 20HH

e.2& 5 20.306 psf

' 5 MAFe.1& e.2&H

' 5 MAF2.306 20.306H

' 5 2.306 psf

r-1 5 MAF$ 'H

r-1 5 MAF2.306 2.306H

r-1 5 2.306 psf

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(a 5 "I ( *($F(2 K r2H

(a 5 "I 64.0347 *($F64.03472 K 4.0042H

(a 5 139776.3926 in2 or 12913 ft2

(oof "lates eigt 5 ensit? (a t-act&al

(oof "lates eigt 5 0.2 139776.3926 0.033

(oof plates eigt 5 160960.223 lbf

BAY < DETAILS

MINIMUM 1 OF RAFTERS

l 5 Mai!&! rafter spacing per A"I-630 3.10.4.4 FinH

l-act&al-2 5 Act&al rafter spacing FinH

Ma-$1-2 5 D&e to roof tic;ness FpsfH

%-act&al-2 5 Act&al n&!ber of rafter

%-!in-2 5 Mini!&! n&!ber of rafter

" 5 'nifor! press&re as eter!ine fro! loa co!binations escribe in Appeni ( FpsiH

"-et-1-2 5 D&e to roof tic;ness =ac&&! li!ite b? act&al rafter spacing FpsfH

(-2 5 ,&ter rai&s FinH

(oa-Ma-2 5 Mai!&n roof loa base on act&al rafter spacing FpsfH

t-calc-2 5 Mini!&! roof tic;ness base on act&al rafter spacing FinH

FOR OUTER S/ELL RING

" 5 r-1

" 5 0.223 psi

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(-2 5 766.3944 in

l 5 MI%FFFt-(oof - CA-(oofH *($FF1.3 /?-(oofHE"HH 4H

l 5 MI%FFF0.033 - 0.11H *($FF1.3 6000H E 0.223HH 4H

l 5 4 in

%-!in-2 5 F2 "I (-2HEl

%-!in-2 5 F2 "I 766.3944HE4

%-!in-2 5 3

N%min%< m3s 6e a m30i*0e o4 '= "ere4ore N%min%< 7 &(8

%-act&al-2 5 60

l-act&al-2 5 F2 "I (-2HE%-act&al-2

l-act&al-2 5 F2 "I 766.3944HE60

l-act&al-2 5 0.2776 in

Minim3m roo4 "i5ness 6ase# on a3a0 ra4er s*aing

t-calc-2 5 l-act&al-2E*($FF1.3 /?-(oofHE"H K CA-(oof

t-calc-2 5 0.2776E*($FF1.3 6000HE0.223H K 0.11

t-calc-2 5 0.221 in

NOTE$ Go>erns 4or roo4 *0ae "i5ness8

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(oa-Ma-2 5 F1.3 /?-(oofHEFl-act&al-2EFt-(oof - CA-(oofHH2

(oa-Ma-2 5 F1.3 6000HEF0.2776EF0.033 - 0.11HH2

(oa-Ma-2 5 42.42 psf

Ma-$1-2 5 (oa-Ma-2

Ma-$1-2 5 42.42 psf

"-et-1-2 5 Ma-$1-2 - D - F0.4 MAF*b rHH

"-et-1-2 5 42.42 - 12.306 - F0.4 MAF16. 20HH

"-et-1-2 5 -21.9114 psf

"a-rafter--2 5 "-et-1-2

"a-rafter--2 5 -21.9114 psf

t-re

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M!a-rafter-2 5 Mai!&! !o!ent bening Fin-lbfH


"-et-2-2 5 8ac&&! li!ite b? rafter t?pe FpsiH


(-Inner-2 5 Inner rai&s FftH

(after-eigt-2 5 FlbEftH

*-rafter-act&al-2 5 Act&al elastic section !o&l&s abo&t te ais FinH

*-rafter-(e

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A=erage-r-s-sell-2 5 F2 "I (-2HE%-act&al-2

A=erage-r-s-sell-2 5 F2 "I 766.3944HE60

A=erage-r-s-sell-2 5 6.69 ft

A=erage-p-@it-2 5 FA=erage-r-s-inner-2 K A=erage-r-s-sell-2HE2

A=erage-p-@it-2 5 F2.614 K 6.69HE2

A=erage-p-@it-2 5 4.6606 ft

-rafter-2 5 F" A=erage-p-@it-2H K (after-eigt-2

-rafter-2 5 F0.223 33.9272H K 1.

-rafter-2 5 1.9391 lbfEin

M!a-rafter-2 5 F-rafter-2 Ma-r-span-22HE

M!a-rafter-2 5 F1.9391 463.9642HE

M!a-rafter-2 5 737 in-lbf

*-rafter-(e

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Ma-"-2 5 F-Ma-rafter-2 - (after-eigt-2HEA=erage-p-@it-2

Ma-"-2 5 0.273 psi

Ma-$1-rafter-2 5 Ma-"-2

Ma-$1-rafter-2 5 4.2 psf

"-et-2-2 5 Ma-$1-rafter-2 - D - F/p MAF* rHH

"-et-2-2 5 4.2 - 12.306 - F0.4 MAF20 20HH

"-et-2-2 5 -1.6947 psf

"2-rafter--2 5 "-et-2-2

"2-rafter--2 5 -1.6947 psf

Limie# 62 ra4er 2*e

COLUMN DESIGN

A-act&al-2 5 Act&al area of col&!n Fin2H

A-re

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"-et--2 5 8ac&&! li!ite b? col&!n t?pe FpsiH

"a-col&!n--2 5 8ac&&! li!ite b? col&!n t?pe FpsiH

"a-col&!n--2 5 8ac&&! li!ite b? col&!n t?pe FpsiH

(-c-2 5 "er A"I-630 3.10..

(ai&s-G?r-2 5 (ai&s of g?ration

(ai&s-G?r-re

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Per API%&'( '8-(8?8?

(-c-2 5 C-lengt-2E(ai&s-G?r-2

(-c-2 5 60.9274E4.732

(-c-2 5 167.1069

(after--2 5 F- (-2 - (-Inner2HEC,*F$etaH

(after--2 5 F- 766.3944 - 01.36HEC,*F.376H

(after--2 5 463.963 in

i-2 5 -rafter-pre=io&s-2 Ma-r-spanE2-pre=io&s-2 F%&!-of-(afters-"re=io&s-2 E %&!ber-of-col&!nsH

i-2 5 10.076 191.9609 F0 E 3H

i-2 5 11603.49 lbf

C2-2 5 F(aial-istance-net - (aial-istance-act&alH E 2N %&!-Gir-(e

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-girer-2 5 1-2 K Girer--2

-girer-2 5 96.9602 K 7.23

-girer-2 5 104.210 lbfEin

"-c-2 5 -col&!n-2 K F-girer-2 Girer-engt-2H

"-c-2 5 022.3077 K F104.210 431.272H

"-c-2 5 30033.432 lbf

Sine R%%< -

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-Ma-col&!n-2 5 F69.73 14.379H - 022.3077

-Ma-col&!n-2 5 97334.3627 lbf

Ma-"-col&!n-2 5 FF-Ma-col&!n-2EFF(after--2 %-act&al-2HE2HH - (after-eigt-2HEFA8+(AG+A=erage-r-s-inner-2 A=erage-r-s-sell-2H

Ma-"-col&!n-2 5 FF97334.3627EFF463.963 60HE2HH - 16HEFA8+(AG+ 2.614 6.69H

Ma-"-col&!n-2 5 0.407 psi

Ma-$1-col&!n-2 5 Ma-"-col&!n-2

Ma-$1-col&!n-2 5 3.60 psf

"-et--2 5 Ma-$1-col&!n-2 - D - F/p MAF* rHH

"-et--2 5 3.60 - 12.306 - F0.4 MAF20 20HH

"-et--2 5 -.0934 psf

"a-col&!n--2 5 "-et--2

"a-col&!n--2 5 -.0934 psf

Limie# 62 o03mn 2*e

BAY - DETAILS

MINIMUM 1 OF RAFTERS

l 5 Mai!&! rafter spacing per A"I-630 3.10.4.4 FinH

l-act&al-1 5 Act&al rafter spacing FinH

Ma-$1-1 5 D&e to roof tic;ness FpsfH

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%-act&al-1 5 Act&al n&!ber of rafter

%-!in-1 5 Mini!&! n&!ber of rafter


"-et-1-1 5 D&e to roof tic;ness =ac&&! li!ite b? act&al rafter spacing FpsfH


(oa-Ma-1 5 Mai!&n roof loa base on act&al rafter spacing FpsfH

t-calc-1 5 Mini!&! roof tic;ness base on act&al rafter spacing FinH

FOR GIRDER RING OUTER Ra#i3s 7 ?-8?' 4

1 o4 Gir#ers +N. 7 '

" 5 r-1

" 5 0.223 psi

(-1 5 .9219 in

l 5 MI%FFFt-(oof - CA-(oofH *($FF1.3 /?-(oofHE"HH 4H

l 5 MI%FFF0.033 - 0.11H *($FF1.3 6000H E 0.223HH 4H

l 5 4 in

%-!in-1 5 F2 "I (-1HEl

%-!in-1 5 F2 "I .9219HE4

%-!in-1 5 29

N%min%- m3s 6e a m30i*0e o4 '= "ere4ore N%min%- 7 ?(8

8/9/2019 API 650 Output

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%-act&al-1 5 0

l-act&al-1 5 F2 "I (-1HE%-act&al-1

l-act&al-1 5 F2 "I .9219HE0

l-act&al-1 5 0.404 in

Minim3m roo4 "i5ness 6ase# on a3a0 ra4er s*aing

t-calc-1 5 l-act&al-1E*($FF1.3 /?-(oofHE"H K CA-(oof

t-calc-1 5 0.404E*($FF1.3 6000HE0.223H K 0.11

t-calc-1 5 0.224 in

NOTE$ Go>erns 4or roo4 *0ae "i5ness8

(oa-Ma-1 5 F1.3 /?-(oofHEFl-act&al-1EFt-(oof - CA-(oofHH2

(oa-Ma-1 5 F1.3 6000HEF0.404EF0.033 - 0.11HH2

(oa-Ma-1 5 42.22 psf

Ma-$1-1 5 (oa-Ma-1

Ma-$1-1 5 42.22 psf

"-et-1-1 5 Ma-$1-1 - D - F0.4 MAF*b rHH

"-et-1-1 5 42.22 - 12.306 - F0.4 MAF16. 20HH

"-et-1-1 5 -21.774 psf

"a-rafter--1 5 "-et-1-1

8/9/2019 API 650 Output

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"a-rafter--1 5 -21.774 psf

t-re

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" 5 0.223 psi

(after-eigt-1 5 12 lbfEft

$eta 5 .376 egrees

(-1 5 .9219 in

(-Inner1 5 0 in

Ma-r-span-1 5 (-1 EC,*F$etaHN K rafter-to-net-col&!n-istance - Fcap-plate-o&ter-ia!eter E 2H EC,*F$etaHN K rafter-lengt-in-co=er-plate

Ma-r-span-1 5 .9219 EC,*F.376HN K - F96 E 2H E C,*F.376HN K .0039

Ma-r-span-1 5 2.346 ft

A=erage-r-s-sell-1 5 F2 "I (-1HE%-act&al-1

A=erage-r-s-sell-1 5 F2 "I .9219HE0

A=erage-r-s-sell-1 5 6.7007 ft

A=erage-p-@it-1 5 FA=erage-r-s-inner-1 K A=erage-r-s-sell-1HE2

A=erage-p-@it-1 5 F0 K 6.7007HE2

A=erage-p-@it-1 5 .304 ft

-rafter-1 5 F" A=erage-p-@it-1H K (after-eigt-1

-rafter-1 5 F0.223 40.204H K 1

-rafter-1 5 10.0762 lbfEin

M!a-rafter-1 5 F-rafter-1 Ma-r-span-12HE

M!a-rafter-1 5 F10.0762 42.322HE

M!a-rafter-1 5 1472 in-lbf

8/9/2019 API 650 Output

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*-rafter-(e

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NOT REUIRED FOR CENTER COLUMN

CENTER COLUMN

A-act&al-1 5 Act&al area of col&!n Fin2H

A-re

8/9/2019 API 650 Output

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+-c 5 2600000. psi

A-act&al-1 5 14.379 in2

C-lengt-1 5 6.9291 ft

(ai&s-G?r-1 5 4.732 in

I4 C%0eng"%-Ra#i3s%G2r%- m3s 6e 0ess "an -@(= "en

(ai&s-G?r-re

8/9/2019 API 650 Output

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/a-1 5 FE F 12 F+"$ "I 2H +-cH F 2 F+"$ (-c-1 2HHH

/a-1 5 FE F 12 F+"$ "I 2H 2600000.H F 2 F+"$ 173.96 2HHH

Per API%&'( M8?8'

Fa is no mo#i4ie# Sine Design Tem*8 7

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"-et--1 5 61.3024 - 12.306 - F0.4 MAF20 20HH

"-et--1 5 -40.996 psf

"a-col&!n--1 5 "-et--1

"a-col&!n--1 5 -40.996 psf

Limie# 62 o03mn 2*e

"-!a-et-$ 5 MAF"-et-1 "-et-2H

"-!a-et-$ 5 MAF0 0H

"-!a-et-$ 5 0 psi

To* mem6er #esign a030aions

CAOroof F$ic;ness of roof plateH 5 0.11 in

CAOsell F$ic;ness of sell plateH 5 0.123 in

D F*ell no!inal ia!eterH 5 12.0 ft

ID F*ell insie ia!eterH 5 127.974 ft

$eta angle FAngle bet@een te roof an a oriBontal plane at te roof-to-sell #&nctionH 5 .376 eg

tc F$ic;ness of sell plateH 5 0.123 in

t F$ic;ness of roof plateH 5 0.033 in

S"e00 insi#e ra#i3s

(c 5 ID E 2 5 133.673 E 2 5 767.4 in

Leng" o4 norma0 o roo4

(2 5 (c E *I%F$eta angleH 5 767.4 E *I%F.376H 5 1209.4717 in

8/9/2019 API 650 Output

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T"i5ness o4 orro#e# roo4 *0ae

tOcorroe 5 t - CAOroof 5 0.033 - 0.11 5 0.173 in

T"i5ness o4 orro#e# s"e00 *0ae

tcOcorroe 5 tc - CAOsell 5 0.123 - 0.123 5 0.173 in

Maim3m Hi#" o4 *arii*aing roo4API-650 Figure F-2

5 MI%FF0. *($FF(2 tOcorroeHHH 12H

5 MI%FF0. *($FF1209.4717 0.173HHH 12H

5 12 in

Maim3m Hi#" o4 *arii*aing s"e00API-650 Figure F-2

c 5 0.6 *($FF(c tcOcorroeHH

c 5 0.6 *($FF767.4 0.173HH

c 5 7.199 in

Com*ression ring #eai0 # *ro*eries

ID F*ell insie ia!eterH 5 127.974 ft

*iBe FCo!pression ring siBeH 5 lE

c Fengt of contrib&ting sellH 5 7.199 in

Fengt of contrib&ting roofH 5 12 in

tc F$ic;ness of sell plateH 5 0.173 in

t F$ic;ness of roof plateH 5 0.173 in

Angle =ertical leg siBe FlO=ertH 5 .0 in

Angle oriBontal leg siBe FlOorBH 5 .0 in

8/9/2019 API 650 Output

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Angle tic;ness FtOangleH 5 0.73 in

Angle area FAOangleH 5 2.11 in2

Angle centroi FcOangleH 5 0.4 in

Angle !o!ent of inertia FIOangleH 5 1.73 in4

Leng" o4 onri63ing s"e00 re#3e#

@cOre&ce 5 c - lO=ert 5 7.199 - .0 5 4.199 in

Conri63ing s"e00 momen o4 ineria

IOsell 5 F@cOre&ce FtcOcorroeHH E 12

IOsell 5 F4.199 F0.173HH E 12

IOsell 5 0.002 in4

Conri63ing s"e00 area

AOsell 5 @cOre&ce tcOcorroe 5 4.199 0.173 5 0.774 in2

Conri63ing roo4 area

AOroof 5 tOcorroe 5 12 0.173 5 2.23 in2

Deai0 oa0 area

AOetail 5 AOsell K AOroof K AOangle 5 0.774 K 2.23 K 2.11 5 3.1474 in2

/in co!bine !o!ent of inertia abo&t sell insie ais Fco!!on aisH @it negati=e =al&e to@ar center

Disane 4rom ommon ais o s"e00 enroi#

Osell 5 tcOcorroe E 2 5 0.173 E 2 5 0.09 in

Disane 4rom ommon ais o si44ener enroi#

8/9/2019 API 650 Output

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Ostiff 5 cOangle 5 0.4 5 0.4 in

momen o4 ineria o4 4irs 6o#2 a6o3 ommon ais

IO1Oco!!on 5 IOangle K FAOangle FOstiff2HH

IO1Oco!!on 5 1.73 K F2.11 F0.42HH

IO1Oco!!on 5 .99 in4

momen o4 ineria o4 seon# 6o#2 a6o3 ommon ais

IO2Oco!!on 5 IOsell K FAOsell FOsell2HH

IO2Oco!!on 5 0.002 K F0.774 F0.092HH

IO2Oco!!on 5 0.0092 in4

Toa0 area

AOs&! 5 AOangle K AOsell 5 2.11 K 0.774 5 2.974 in2

S3m o4 momens o4 ineria

IOs&! 5 IO1Oco!!on K IO2Oco!!on 5 .99 K 0.0092 5 .401 in4

Com6ine# enroi#

cOco!bine 5 FFOstiff AOangleH K FOsell AOsellHH E FAOangle K AOsellH

cOco!bine 5 FF0.4 2.11H K F0.09 0.774HH E F2.11 K 0.774H

cOco!bine 5 0.6692 in

Com6ine# momen o4 ineria

IOco!bine 5 IOs&! - FAOs&! FcOco!bine2HH

IOco!bine 5 .401 - F2.974 F0.66922HH

IOco!bine 5 2.1104 in4

8/9/2019 API 650 Output

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Disane 4rom ne3ra0 ais o e#ge - +insi#e.

e1 5 lOorB - cOco!bine 5 .0 - 0.6692 5 2.0 in

Disane 4rom ne3ra0 ais o e#ge < +o3si#e.

e2 5 lOorB - e1 5 .0 - 2.0 5 0.6692 in

Com6ine# si44ener s"e00 e0asi seion mo#303s

* 5 IOco!bine E MAFe1 e2H 5 2.1104 E MAF2.0 0.6692H 5 0.9033 in

A**en#i F o* mem6er re3iremens

AOact&al FArea resisting co!pressi=e forceH 5 3.1474 in2

D F$an; no!inal ia!eterH 5 12.0 ft

/? FMini!&! specifie ?iel-strengt of te !aterials in te roof-to-sell #&nctionH 5 6000 psi

ID F$an; insie ia!eterH 5 127.974 ft

M@ Fin !o!entH 5 1.76991030+7 ft.lbf

" FDesign press&reH 5 0.0 psi

$eta angle FAngle bet@een te roof an a oriBontal plane at te roof-to-sell #&nctionH 5 .376 eg

Ofra!ing Feigt of fra!ing s&pporte b? te sell an roofH 5 214.4772 lbf

Ostr&ct&ral Feigt of roof attace str&ct&ralH 5 0 lbf

r F(oof plates @eigtH 5 16301.709 lbf

s F*ell plates @eigtH 5 4666.72 lbf

U*0i4 #3e o inerna0 *ress3reAPI-650 F.1.2

"O&plift 5 "g pi FFID2H E 4H 5 0.0 pi FF133.6732H E 4H 5 0.0 lbf

$an; esign oes not a=e to !eet App. / re

8/9/2019 API 650 Output

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Maim3m a00oHa60e inerna0 *ress3reAPI 650 F.5.1

"O/31 5 FF0.962 /? $A%F$eta angleH AOact&alH E FD2HH K FF0.243 D(H E FD2HH

"O/31 5 FF0.962 6000 $A%F.376H 3.1474H E F12.02HH K FF0.243 16301.709H E F12.02HH

"O/31 5 .123 in)2,

Maim3m a00oHa60e inerna0 *ress3re

"O!aOinternal 5 MI%F"Ost "O/31H 5 MI%F2.3 0.1129H 5 0.1129 psi

SUMMARY OF ROOF RESULTSBack

Material 5 A6

*tr&ct&ral Material 5 A106-

t-act&al 5 0.033 in

t-re

8/9/2019 API 650 Output

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D 5 $an; %o!inal ia!eter FftH per A"I-630 3.6.1.1 %ote 1

) 5 Ma li

8/9/2019 API 650 Output

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Material 5 A6-M,D

it 5 10.123 ft

Ca-1 5 0.123 in

J+ 5 1

t-1 5 0.9427 in

* 5 2200 psi

*t 5 24900 psi

Design Con#iion G 7 - +*er API%&'(.

)L 5 ) K F2.1 I-pHEG

)L 5 3 K F2.1 0HE1

)L 5 3 ft

t-calc-1 5 F2.6 D F)L - 1H GHE* K Ca-1 Fper A"I-630 3.6..2H

t-calc-1 5 F2.6 12 F3 - 1H 1HE2200 K 0.123

t-calc-1 5 0.9427 in

!a-1 5 * Ft-1 - CA-1HEF2.6 D GH K 1

!a-1 5 2200 F0.9427 - 0.123HEF2.6 12 1H K 1

!a-1 5 3.001 ft

p!a-1 5 F!a-1 - )H 0.4 G

p!a-1 5 F3.001 - 3H 0.4 1

p!a-1 5 0.0014 psi

8/9/2019 API 650 Output

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p!a-int-sell-1 5 p!a-1

p!a-int-sell-1 5 0.0014 psi

/2#rosai Tes Con#iion G 7 -

)L 5 ) K F2.1 I-pHE1

)L 5 3 K F2.1 0HE1

)L 5 3 ft

t-test-1 5 F2.6 D F)L - 1HHE*t

t-test-1 5 F2.6 12 F3 - 1HHE24900

t-test-1 5 0.761 in

Co3rse 1

8/9/2019 API 650 Output

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t-calc-2 5 *ell tic;ness esign conition t FinH

t-seis!ic-2 5 *ee +.6.2.4 table in *+I*MIC calc&lations.

t-test-2 5 *ell tic;ness ?rostatic test conition FinH

Material 5 A6-M,D

it 5 10.123 ft

Ca-2 5 0.123 in

J+ 5 1

t-2 5 0.7973 in

* 5 2200 psi

*t 5 24900 psi



)L 5 47.73 K F2.1 0HE1

)L 5 47.73 ft


t-calc-2 5 F2.6 12 F47.73 - 1H 1HE2200 K 0.123

t-calc-2 5 0.7974 in

!a-2 5 * Ft-2 - CA-2HEF2.6 D GH K 1

!a-2 5 2200 F0.7973 - 0.123HEF2.6 12 1H K 1

!a-2 5 47.1 ft

p!a-2 5 F!a-2 - )H 0.4 G

8/9/2019 API 650 Output

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p!a-2 5 F47.1 - 47.73H 0.4 1

p!a-2 5 0.0026 psi

p!a-int-sell-2 5 MI%Fp!a-int-sell-1 p!a-2H

p!a-int-sell-2 5 MI%F0.0014 0.0026H



)L 5 ) K F2.1 I-pHE1

)L 5 47.73 K F2.1 0HE1

)L 5 47.73 ft


t-test-2 5 F2.6 12 F47.73 - 1HHE24900

t-test-2 5 0.6263 in

Co3rse 1 ?

Ca- 5 Corrosion allo@ance per A"I-630 3..2 FinH

G 5 Design specific gra=it? of te li

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* 5 Allo@able esign stress for te esign conition per A"I-630 $able 3-2a FpsiH

*t 5 Allo@able stress for te ?rostatic test conition per A"I-630 3.6.2.2 FpsiH

t- 5 *ell act&al tic;ness FinH

t-calc- 5 *ell tic;ness esign conition t FinH

t-seis!ic- 5 *ee +.6.2.4 table in *+I*MIC calc&lations.

t-test- 5 *ell tic;ness ?rostatic test conition FinH

Material 5 A6

it 5 10.123 ft

Ca- 5 0.123 in

J+ 5 1

t- 5 0.6322 in

* 5 2200 psi

*t 5 24900 psi



)L 5 7.73 K F2.1 0HE1

)L 5 7.73 ft

t-calc- 5 F2.6 D F)L - 1H GHE* K Ca- Fper A"I-630 3.6..2H

t-calc- 5 F2.6 12 F7.73 - 1H 1HE2200 K 0.123

t-calc- 5 0.6322 in

!a- 5 * Ft- - CA-HEF2.6 D GH K 1

!a- 5 2200 F0.6322 - 0.123HEF2.6 12 1H K 1

8/9/2019 API 650 Output

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!a- 5 7.7319 ft

p!a- 5 F!a- - )H 0.4 G

p!a- 5 F7.7319 - 7.73H 0.4 1

p!a- 5 0.000 psi

p!a-int-sell- 5 MI%Fp!a-int-sell-2 p!a-H

p!a-int-sell- 5 MI%F0.0014 0.000H

p!a-int-sell- 5 0.000 psi


)L 5 ) K F2.1 I-pHE1

)L 5 7.73 K F2.1 0HE1

)L 5 7.73 ft

t-test- 5 F2.6 D F)L - 1HHE*t

t-test- 5 F2.6 12 F7.73 - 1HHE24900

t-test- 5 0.4912 in

Co3rse 1 9

Ca-4 5 Corrosion allo@ance per A"I-630 3..2 FinH


8/9/2019 API 650 Output

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p!a-4 5 Ma press&re at esign FpsiH

p!a-int-sell-4 5 Ma internal press&re at esign FpsiH

* 5 Allo@able esign stress for te esign conition per A"I-630 $able 3-2a FpsiH

*t 5 Allo@able stress for te ?rostatic test conition per A"I-630 3.6.2.2 FpsiH

t-4 5 *ell act&al tic;ness FinH

t-calc-4 5 *ell tic;ness esign conition t FinH

t-seis!ic-4 5 *ee +.6.2.4 table in *+I*MIC calc&lations.

t-test-4 5 *ell tic;ness ?rostatic test conition FinH

Material 5 A6

it 5 10.123 ft

Ca-4 5 0.123 in

J+ 5 1

t-4 5 0.307 in

* 5 2200 psi

*t 5 24900 psi



)L 5 27.623 K F2.1 0HE1

)L 5 27.623 ft


t-calc-4 5 F2.6 12 F27.623 - 1H 1HE2200 K 0.123

t-calc-4 5 0.3069 in

8/9/2019 API 650 Output

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!a-4 5 * Ft-4 - CA-4HEF2.6 D GH K 1

!a-4 5 2200 F0.307 - 0.123HEF2.6 12 1H K 1

!a-4 5 27.629 ft

p!a-4 5 F!a-4 - )H 0.4 G

p!a-4 5 F27.629 - 27.623H 0.4 1

p!a-4 5 0.0021 psi

p!a-int-sell-4 5 MI%Fp!a-int-sell- p!a-4H

p!a-int-sell-4 5 MI%F0.000 0.0021H



)L 5 ) K F2.1 I-pHE1

)L 5 27.623 K F2.1 0HE1

)L 5 27.623 ft


t-test-4 5 F2.6 12 F27.623 - 1HHE24900

t-test-4 5 0.339 in

Co3rse 1 '



8/9/2019 API 650 Output

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)L 5 +ffecti=e li

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t-calc-3 5 F2.6 12 F17.3 - 1H 1HE2200 K 0.123

t-calc-3 5 0.617 in

!a-3 5 * Ft-3 - CA-3HEF2.6 D GH K 1

!a-3 5 2200 F0.62 - 0.123HEF2.6 12 1H K 1

!a-3 5 17.3216 ft

p!a-3 5 F!a-3 - )H 0.4 G

p!a-3 5 F17.3216 - 17.3H 0.4 1

p!a-3 5 0.0094 psi


p!a-int-sell-3 5 MI%F0.000 0.0094H



)L 5 ) K F2.1 I-pHE1

)L 5 17.3 K F2.1 0HE1

)L 5 17.3 ft


t-test-3 5 F2.6 12 F17.3 - 1HHE24900

t-test-3 5 0.2203 in

Co3rse 1 &

8/9/2019 API 650 Output

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8/9/2019 API 650 Output

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t-calc-6 5 F2.6 12 F7.73 - 1H 1HE2200 K 0.123

t-calc-6 5 0.2164 in

!a-6 5 * Ft-6 - CA-6HEF2.6 D GH K 1

!a-6 5 2200 F0.123 - 0.123HEF2.6 12 1H K 1

!a-6 5 14.0709 ft

p!a-6 5 F!a-6 - )H 0.4 G

p!a-6 5 F14.0709 - 7.73H 0.4 1

p!a-6 5 2.99 psi


p!a-int-sell-6 5 MI%F0.000 2.99H



)L 5 ) K F2.1 I-pHE1

)L 5 7.73 K F2.1 0HE1

)L 5 7.73 ft


t-test-6 5 F2.6 12 F7.73 - 1HHE24900

t-test-6 5 0.032 in

8/9/2019 API 650 Output

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SUMMARY OF S/ELL RESULTSBack

t-!in-*eis!ic 5 *ee A"I-630 +.6.1.4 table in *+I*MIC calc&lations.

*ell A"I-630 *&!!ar? Fotto! is 1H

S"e00 1 Wi#" +in. Maeria0

1 121.3 A6-M,D

2 121.3 A6-M,D

121.3 A6

4 121.3 A6

3 121.3 A6

6 121.3 A6

$otal eigt 5 393.610 bf

INTERMEDIATE STIFFENER CALCULATIONS PER API%&'( Seion '88)

8/9/2019 API 650 Output

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D 5 %o!inal ia!eter of te tan; sell FftH

)& 5 8ertical Distance et@een te Inter!eiate *tiffener F"er A"I-630 3.9.7H FftH

8 5 Design @in spee F!pH

tr 5 $ranspose @it of eac sell co&rse FftH

Qi 5 (e

8/9/2019 API 650 Output

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tr 5 2.62 ft

O0 5 )tsER of *tiffeners K 1

O0 5 2.62E0 K 1

O0 5 2.62 ft

%&!ber of Inter!eiate *tiffeners *&fficient *ince )& S5 O0

Qi 5 0.0001 MI%F200 12H2 2.62 F9.6E120H2

Qi 5 2.3327

SUMMARY OF S/ELL STIFFENING RESULTS

%&!ber of Inter!eiate stiffeners re

8/9/2019 API 650 Output

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* 5 Mai!&! *tress in first sell co&rse per A"I 630 $able 3.1.b

*1 5 "ro&ct stress in te first sell co&rse per A"I 630 $able 3.1.b

*2 5 )?rostatic test stress in te first sell co&rse per A"I 630 $able 3.1.b

t-1 5 otto! F1stH sell co&rse tic;ness FinH

t-act&al 5 Act&al botto! tic;ness FinH

t-calc 5 Mini!&! no!inal botto! plates tic;ness per A"I-630 3.4.1 FinH

t-!in 5 Mini!&! no!inal botto! plates tic;ness per A"I-630 3.4.1 FinH

t-test-1 5 otto! F1stH sell co&rse test tic;ness FinH

t-=ac 5 8ac&&! calc&lations per A*M+ section 8III Di=. 1 FinH

t-1 5 otto! F1stH sell co&rse esign tic;ness FinH

Material 5 A6

t-act&al 5 0.61 in

t-!in 5 0.26 K Ca-botto!

t-!in 5 0.26 K 0.123

t-!in 5 0.61 in

t-calc 5 t-!in

t-calc 5 0.61 in

Ca030aion o4 /2#rosai Tes Sress , Pro#3 Sress +*er API%&'( Seion '8'8-.

otto!-,D 5 12.4119 ft

J+ 5 1

D-botto! 5 0.2 lbfEin

8/9/2019 API 650 Output

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t-1 5 0.9427 in

ca-1 5 0.123 in

G 5 1

) 5 3 ft

)L 5 3 ft

*t 5 24900 psi

* 5 2200 psi

Ca-botto! 5 0.123 in

Pro#3 sress in 4irs s"e00 o3rse

*1 5 FFt-1 - ca-1H E Ft-1 - ca-1HH *

*1 5 FF0.9427 - 0.123H E F0.9427 - 0.123HH 2200

*1 5 219.721 psi

/2#rosai es sress in 4irs s"e00 o3rse

*2 5 Ft-test-1 E t-1H *t

*2 5 F0.761 E 0.9427H 24900

*2 5 20122.6264 psi

* 5 Ma F*1 *2H

* 5 Ma F219.721 20122.6264H

* 5 219.721 psi

A*F+-pH P "-bt! $en tere is no &plift

8/9/2019 API 650 Output

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SUMMARY OF BOTTOM RESULTSBack

Material 5 A6

t-act&al 5 0.61 in

t-re< 5 0.61 in

NET UPLIFT DUE TO INTERNAL PRESSURE

%et-'plift 5 0 lbf F*ee roof report for calc&lationsH

WIND MOMENT +Per API%&'( SECTION '8--.Back

in 8elocit? per A"I-630 A*C+ 7-10

8Oentere 5 120 !p

8s Fin 8elocit?H 5 0.7 8Oentere 5 9.6 !p

8f 5 F8s E 120H2

8f 5 F9.6 E 120H2

8f F8elocit? /actorH 5 0.604

"* 5 1 8f

"* 5 10.9312 psf

"( 5 0 8f
http://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#initial-reporthttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#initial-reporthttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#initial-reporthttp://c/Users/KT549/AppData/Local/Temp/notesFFF692/Raw%20Water%20Storage%20Tank%20-%20%2089T001-API-650-Calculation-Report.htm#initial-report

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"( 5 1.232 psf

API%&'( '8

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As F"ro#ecte Area of *ellH 5 *ell )eigt FD K 2 t-insH

As 5 61 F12 K 2 0H

As 5 70 ft2

M-*ell FMo!ent D&e to in /orce on *ellH 5 F"* As F*ell )eigt E 2HH

M-*ell 5 F10.9312 70 F61 E 2HH

M-*ell 5 260796 lbf-ft

M@ Fin !o!entH 5 M-roof K M-sell

M@ 5 130142 K 260796

M@ 5 176991.0307 lbf-ft

F%et eigt "+( A"I-630 3.11.H 5 -sell K -roof - 0.4 "= F"iE4H FD2H

5 4667 K 979 - 0.4 0 F"iE4H F122H

5 367636 lbf

NOTE 7 T"ere is ne 3*0i4 on "e an58

RESISTANCE TO OJERTURNING +*er API%&'( '8--8

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M/ 5 *tabiliBing !o!ent &e to botto! plate an li

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@l 5 F!in 4.67 0.26 *($F6000 3HN 0.9 3 12NH

@l 5 1392.33 lbfEft

M/ 5 FDE2H @l "i D

M/ 5 64.0 1392.33 .1416 12

M/ 5 409330 ft-lbf

Crieria -

M-sell K /p MpiP MD E1.3 K MD(

2607962.372 K 0.4 0 P 1241 E 1.3 K 10464111

*ince 260796 P 13720 $an; is stable

RESISTANCE TO SLIDING +*er API%&'( '8--89.

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/-@in 5 8f 1 As

/-@in 5 0.604 1 70

/-@in 5 3307 lbf

/-friction 5 0.4 F-roof-corroe K -sell-corroe K -bt!-corroe K -roof-str&ctH

/-friction 5 0.4 F979 K 4667 K 12467 K 9631H

/-friction 5 12797 lbf

%o ancorage neee to resist sliing since

/-friction S /-@in

An"orage Re3iremen

$an; oes not re

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*1 F*pectral (esponse Acceleration at a "erio of ,ne *econH 5 0.19

*eis!icO*iteOClass F*eis!ic *ite ClassH 5 seis!ic site class

*eis!icO'seOGro&p F*eis!ic 'se Gro&pH 5 seis!ic &se gro&p ii

*s F*pectral (esponse Acceleration *ort "erioH 5 0.6

$ F(egional Depenent $ransistion "erio for onger "erio Gro&n MotionH 5 4 sec

Design S*era0 Res*onse Ae0eraion a S"or Perio#API 650 Sections E.4.6.1 and E.2.2

*D* 5 /a *s 5 0.6667 1.312 0.6 5 0.629

Design S*era0 Res*onse Ae0eraion a a Perio# o4 One Seon# API 650 Sections E.4.6.1 and

E.2.2

*D1 5 /= *1 5 0.6667 2.02 0.19 5 0.2609

S0os"ing Coe44iienAPI 650 Section E.4.5.2

Us 5 0.37 E *($F$A%)FFF.6 iei>e Na3ra0 Perio#API 650 Section E.4.5.2

$c 5 Us *($FDH 5 0.399 *($F12H 5 6.7763 sec

Im*30si>e Design Res*onse S*er3m Ae0eraion Coe44iienAPI 650 Sections E.4.6.1

Ai 5 *D* FI E (@iH 5 0.629 F1.23 E .3H 5 0.1296

API 650 Sections E.4.6.1

Ai 5 MAFAi 0.007H 5 MAF0.1296 0.007H 5 0.1296

$c S $

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Con>ei>e Design Res*onse S*er3m Ae0eraion Coe44iienAPI 650 Sections E.4.6.1

Ac 5 U *D1 F$ E F$c2HH FI E (@cH

Ac 5 1.3 0.2609 F4 E F6.77632HH F1.23 E 2H

Ac 5 0.021

Ac 5 MI%FAc AiH 5 MI%F0.021 0.1296H 5 0.021

Jeria0 Gro3n# Ae0eraion Coe44iienAPI 650 Section E.6.1.3 and E.2.2

A= 5 F2 E H 0.7 *D* 5 F2 E H 0.7 0.629 5 0.1694

SEISMIC CALCULATIONSBack

P Mappe A*C+7 Meto S

Ac 5 Con=ecti=e spectral acceleration para!eter

Ai 5 I!p&lsi=e spectral acceleration para!eter

A= 5 8ertical +art

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Mr@ 5 (ing@all !o!ent-portion of te total o=ert&rning !o!ent tat acts at te base of te tan; sellperi!eter

Ms 5 *lab !o!ent F&se for slab an pile cap esignH

"a 5 Ancorage cair esign loa

"ab 5 Ancor seis!ic esign loa

5 *caling factor fro! te MC+ to esign le=el spectral accelerations

(CG 5 )eigt fro! $op of *ell to (oof Center of Gra=it?

(@c 5 /orce re&ction factor for te con=ecti=e !oe &sing allo@able stress esign !etos F$able +-4H

(@i 5 /orce re&ction factor for te i!p&lsi=e !oe &sing allo@able stress esign !etos F$able +-4H

*0 5 Design *pectral (esponse "ara!. F3T a!peH for 0-secon "erios F$ 5 0.0 secH

*1 5 $e esign spectral response acceleration para!. F3T a!peH at 1 secon base on A*C+7!etos per A"I 630 +.2.2

*s 5 $e esign spectral response acceleration para!. F3T a!peH at sort perios F$ 5 0.2 secHbase on A*C+7 !etos per A"I 630 +.2.2

*igC 5 Mai!&! longit&inal sell co!pression stress

*igC-ancore 5 Mai!&! longit&inal sell co!pression stress

*'G 5 *eis!ic 'se Gro&p FI!portance factors epens on *'GH

$- 5 (egional Depenent $ransition "erio for ong "erio Gro&n Motion F"er A*C+ 7-03 fig. 22-13H

ta 5 Act&al Ann&lar "late $ic;ness less C.A.

ts1 5 $ic;ness of botto! *ell co&rse !in&s C.A.

t& 5 +

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i 5 +ffecti=e I!p&lsi=e "ortion of te i

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i 5 $A%) F0.66 DE)H E F0.66 DE)H p

i 5 $A%) F0.66 2.2069H E F0.66 2.2069H 46392336

i 5 23223 lbf

c 5 0.2 DE) $A%) F.67 )EDH p

c 5 0.2 2.2069 $A%) F.67 0.431H 46392336

c 5 220024 lbf

eff 5 i K c

eff 5 23223 K 220024

eff 5 4344049.3929 lbf

rs 5 160962 lbf

DESIGN LOADS

8i 5 Ai Fs K r K f K iH

8i 5 0.1296 F39619 K 160962 K 190729 K 23223H

8i 5 147092 lbf

8c 5 Ac c

8c 5 0.021 220024

8c 5 467 lbf

8 5 *($ F8i2 K 8c2H

8 5 *($ F1470922 K 4672H

8 5 1113.2303 lbf

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CENTER OF ACTION FOR EFFECTIJE LATERAL FORCES

s 5 29 ft

(CG 5 0.23 ( F$A%D F$etaHH

(CG 5 0.23 76.6362 F$A%D F.376HH

(CG 5 12.010 in or 1.0009 ft

r 5 *ell )eigt K (CG

r 5 61 K 1.0009

r 5 62.0009 ft

CENTER OF ACTION FOR RINGWALL OJERTURNING MOMENT

i 5 0.73 )

i 5 0.73 3

i 5 21.73 ft

c 5 F1 - FC,*) F.67 )EDH - 1H E FF.67 )EDH *I%) F.67 )EDHHH )

c 5 F1 - FC,*) F.67 0.431H - 1H E FF.67 0.431H *I%) F.67 0.431HHH 3

c 5 4.29 ft

CENTER OF ACTION FOR SLAB OJERTURNING MOMENT

is 5 0.73 1 K 1. F0.66 DE)H E $A%) F0.66 DE)H - 1NN )H

is 5 0.73 1 K 1. F0.66 2.2069H E $A%) F0.66 2.2069H - 1NN 3H

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is 5 30.646 ft

cs 5 F1 - FC,*) F.67 )EDH - 1.97H E FF.67 )EDH *I%)F.67 )EDHHH )

cs 5 F1 - FC,*) F.67 0.431H - 1.97H E FF.67 0.431H *I%)F.67 0.431HHH 3

cs 5 47.0916 ft

D2nami Li3i# /oo* Fores

S/ELL Wi#" +4.

*'MMA(

*ell 1 10.123

*ell 2 10.123

*ell 10.123

*ell 4 10.123

*ell 3 10.123

*ell 6 10.123

O>er3rning Momen

Mr@ 5 FFAi Fi i K s s K r rHH2 K FAc c cH2H0.3

Mr@ 5 FF0.1296 F23223 21.73 K 39619 29 K 160962 62.0009HH2 K F0.021 220024 4.29H2H0.3

Mr@ 5 7114366.442 lbf-ft

Ms 5 FFAi Fi is K s s K r rHH2 K FAc c csH2H0.3

Ms 5 FF0.1296 F23223 30.646 K 39619 K 29 160962HH2 K F62.0009 0.021 220024H2H0.3

Ms 5 132476.419 lbf-ft

RESISTANCE TO DESIGN LOADS

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/? 5 6000 psi

Ge 5 *.G. F1- 0.4 A=H

Ge 5 1 F1- 0.4 0.049H

Ge 5 0.901

@a 5 7.9 ta F/? ) GeH0.3 P5 1.2 ) D Ge

@a 5 7.9 0.26 F6000 3 0.901H0.3

@a 5 2667.0742 lbfEft

@t 5 Frs K sH E F"i DH

@t 5 F160962 K 39619H E F.1416 12H

@t 5 12.9042 lbfEft

@int 5 " 144 F"i D2 E 4H E F"i DH

@int 5 0 144 F.1416 122 E 4H E F.1416 12H

@int 5 0 lbfEft

Ann30ar Ring Re3iremens

5 0.216 ta F/? E F) GeHH0.3

5 0.216 0.26 F6000 E F3 0.901HH0.3

5 1.3 ft

s 5 0 ft

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*ince s P recalc&late @a.

@a 5 6.3 ) Ge s

@a 5 6.3 61 0.901 0

@a 5 0

An"orage Raio

J 5 Mr@ E FD2 @t F1 - 0.4 A=H K @a - 0.4 @int

J 5 7114366.442 E F122 12.9042 F1 - 0.4 0.049H K 2667.0742 - 0.4 0

J 5 0.962

*ince J S 0.73 an J P5 1.34 $e tan; is self-ancore per A"I 630 $able +-6

Maim3m Longi3#ina0 S"e00%Mem6rane Com*ressi>e Sress

ts1 5 0.177 in

*igC 5 FF@t F1 K F0.4 A=HH K @aH E F0.607 - F0.1667 J2.HH - @aH F1 E F12 tsHH

*igC 5 FF12.9042 F1 K F0.4 0.049HH K 2667.0742H E F0.607 - F0.1667 0.9622.HH - 2667.0742H F1 E F12 0.177HH

*igC 5 00.196 lbfEin2

A00oHa60e Longi3#ina0 S"e00%Mem6rane Com*ression Sress

/t? 5 6000 psi

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Crieria 4or F

*ince G ) D2 E ts12N S5 1000000

*ince 1 3 122 E 0.1772N S5 1000000

*ince 1.421216+6 S5 1000000 $en /c 5 106 ts1 E D

/c 5 106 ts1 E D

/c 5 106 0.177 E 12

/c 5 6.212 lbfEin2

/oo* Sresses

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Me"ania002 An"ore#

%&!ber of ancor 5 0

ab 5 F1.27 Mr@H E D2 - @t F1 - 0.4 A=H K @int

ab 5 F1.27 7114366.442H E 122 - 12.9042 F1 - 0.4 0.049H K 0

ab 5 62.46 lbfEft

"ab 5 ab "i D E %a

"ab 5 62.46 .1416 12 E 0

"ab 5 0 lbf

"a 5 "ab

"a 5 0

"a 5 0 lbf

S"e00 Com*ression in Me"ania002%An"ore# Tan5s

*igC-ancore 5 t F1 K F0.4 A=HH K F1.27 Mr@H E D2N F1 E F12 tsHH

*igC-ancore 5 12.9042 F1 K F0.4 0.049HH K F1.27 7114366.442H E 122N F1 E F12

0.177HH

*igC-ancore 5 739.0672 lbfEin2

/c 5 6.212 lbfEin2

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Deai0ing Re3iremens +An"orage.

*'G 5 II

*s 5 0.629 g or 6.29 Tg

*ince *s S5 0.g an *'G 5 II per A"I 630 $able +-7.

b. A freeboar e

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!& 5 0.4 Ffriction coefficientH

8 5 1113.2303 lbf

8s 5 !& Fs K r K f K pH F1 - 0.4 A=H

8s 5 0.4 F39619 K 160962 K 190729 K 46392336H F1 - 0.4 0.049H

8s 5 16773.9971 lbf

*ince 8 P5 8s ten te $an; is correct per A"I 630 +.7.6

Loa0 S"ear Trans4er

8!a 5 2 8 E F"i DH

8!a 5 2 1113.2303 E F.1416 12H

8!a 5 1323.0307 lbfEft

ANC/OR BOLT DESIGNBack

olt Material : A6

*? 5 6000 psi

UPLIFT LOAD CASES= PER API%&'( TABLE '%

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" 5 Design press&re FpsiH

"f 5 /ail&re press&re per /.6 Fin2oH

"t 5 $est press&re per /.7.6 5 1.23 " 5 0 FpsiH

s 5 Allo@able Ancor olt *tress FpsiH

*ell-s-at-ancor 5 Allo@able *ell *tress at Ancor Attac!ent FpsiH

t- 5 (oof plate tic;ness less CA FinH

8f 5 8elocit? factor F!pH

1 5 Dea oa of *ell !in&s C.A. an An? Dea oa !in&s C.A. oter tan (oof "late Acting on*ell

2 5 Dea oa of *ell !in&s C.A. an An? Dea oa !in&s C.A. incl&ing (oof "late !in&s C.A.Acting on *ell

5 Dea oa of %e@ *ell an An? Dea oa oter tan (oof "late Acting on *ell

For Tan5 Hi" Sr33ra0 S3**ore# Roo4

1 5 -sell-corroe K *ell Ins&lation

1 5 4666.7229 K 0

1 5 4666.7229 lbf

2 5 -sell-corroe K *ell Ins&lation K Corroe (oof "lates *&pporte b? *ell K (oof Dea oa*&pporte b? *ell

2 5 4666.7229 K 0 K 979.007 K 0

2 5 367633.70 lbf

5 %e@ *ell K *ell Ins&lation

5 393.610 K 0

5 393.610 lbf

U*0i4 Case -$ Design Press3re On02

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' 5 F" - t-H D2 4.0N - 1

' 5 F0 - 0.173H 122 4.0N - 4666.7229

' 5 -36916.0296462 lbf

bt 5 'E%

bt 5 0 lbf

s 5 13000 psi

*ell-s-at-ancor 5 24000 psi

A-s-r 5 olt (oot Area (e

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bt 5 'E%

bt 5 0 lbf

s 5 20000 psi



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%ot applicable since if tere is a ;n&c;le on tan; roof or tan; roof is not frangible.

"f Ffail&re press&re per /.6H 5 %.A.

ANC/OR BOLT SUMMARYBack

olt (oot Area (e

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$op "late $?pe : DI*C(+$+

Cair *t?le : 8+($. *$(AIG)$

$op "late it FaH : 10 in

$op "late engt FbH : in

8ertical "late it F;H : in

$op "late $ic;ness FcH : 1 in

olt +ccentricit? FeH : 4 in

,&tsie of $op "late to )ole +ge FfH : 2.623 in

Distance et@een 8ertical "lates FgH : 4.23 in

Cair )eigt FH : 2 in

8ertical "lates $ic;ness F#H : 1 in

otto! "late tic;ness F!H : 0.61 in

*ell Co&rse K (epa $ic;ness FtH : 0.9427 in

%o!inal (ai&s to $an; Centerline FrH : 76 in

Design oa per olt F"H : 0 lbf

olt Dia!eter FH 5 2.23 in

$reas per &nit lengt FnH 5 4.3

A-s 5 Co!p&te olt (oot Area

A-s 5 Fpi E 4H F - 1. E nH2

A-s 5 0.734 F2.23 - 1. E 4.3H2

A-s 5 .0206 in2

olt iel oa 5 A-s *?

olt iel oa 5 .0206 6000

olt iel oa 5 10742.1206 lbf

*eis!ic Design olt oa F"aH 5 0 lbf

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Ancor Cairs @ill be esigne to @itstan

Design oa per olt

Ancor Cair Design oa F"H : 0 lbf

NORMAL AND EMERGENCY JENTING +API%

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< 5 742000 / 5 742000 0.3 5 71000.0 ftEr

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ELEJATION JIEW APPURTENANCE

OUTSIDE PRO +in. INSIDE PRO +in.

-- --

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CAPACITIES an# WEIG/TSBack

Mai!&! Capacit? Fto Ma i< e=elH : 1270 *

%o!inal Capacit? Fto $an; )eigtH : 1964 *

or;ing Capacit? Fto %or!al or;ing e=elH : 0 *

%et @or;ing Capacit? For;ing Capacit? - Min Capacit?H : 0 *

Mini!&! Capacit? Fto Min i< e=elH : 0 *

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eigt of $an; +!pt? : 104292 lbf

eigt of $an; /&ll of "ro&ct F*G 5 1H : 46392336 lbf

eigt of $an; /&ll of ater : 46392336.4706 lbf

%et or;ing eigt /&ll of "ro&ct : 46392336.4706 lbf

%et or;ing eigt /&ll of ater : 46392336.4706 lbf

/o&nation Area (e

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MAIMUM CALCULATED INTERNAL PRESSURE

MA" 5 2.3 psi or 69.2061 in2o Fper A"I-630 App. /.1. /.7H

MA" 5 0.0014 psi or 0.0 in2o F&e to sellH

MA" 5 0.1274 psi or .3262 in2o F&e to roofH

$A%U MA" 5 0.0014 psi or 0.073 in2o

MAIMUM CALCULATED ETERNAL PRESSURE

MA8 5 -1 psi or -27.623 in2o Fper A"I-630 8.1H

MA8 5 %EA F&e to sellH FA"I-630 App.8 not applicableH

MA8 5 -0.0919 psi or -2.344 in2o F&e to roofH

$A%U MA8 5 -0.0919 psi or -2.342 in2o

api 650 output

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