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    COINMET S.A.S

    COMPRESS Pressure Vessel Design Calculations

    Item: STAR UP AIR STORAGE TANK

    Tag: MDB-400

    Customer: METALCOLMESA

    Service: AIR

    Location: BALLENAS

    Date: martes, julio 24, 2012

    You can edit this page by selecting Cover Page settings...in the reportmenu.

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    Deficiencies Summary

    Deficiencies for INSPECTIONOperating Hot & New Seismic Compressive (governing): 4.5.17: Opening diameter (15,25 in) is greater than 25% ofthe Support Skirt diameter (0,25*54,75 = 13,6875 in).

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    Revision History

    No. Date Operator Notes

    0 7/24/2012 H.F. New vessel created ASME Section VIII Division 1 [COMPRESS 2012 Build 7200]

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    Table Of Contents

    Deficiencies Summary1.

    Revision History2.

    Settings Summary3.

    Pressure Summary4.

    ThicknessSummary5.

    Nozzle Schedule6.Nozzle Summary7.

    Weight Summary8.

    Hydrostatic Test9.

    CABEZA SUPERIOR10.

    Straight Flange on CABEZA SUPERIOR11.

    CABEZA INFERIOR12.

    Straight Flange on CABEZA INFERIOR13.

    CILINDRO 114.

    CILINDRO 215.

    AIR INLET (A)16.

    AIR OUTLET (B)17.

    LIQUID DRAIN (C)18.

    AIR INTERCONECTION (E)19.

    PRESSURE RELIEF (W)20.

    MANUAL VENT (V)21.

    PRESSURE GAUGE (P)22.

    MANHOLE (H)23.

    INSPECTION24.

    Skirt Opening #425.

    VENT 126.

    Support Skirt27.Skirt BaseRing28.

    Wind Code29.

    Seismic Code30.

    LIQUID LEVEL31.

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    http://c/Codeware/COMPRESS/2012/7200/Temp/RevHist4221.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/PresSum3923.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/ThkHist1739.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/NozSch7432.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/NozSum4748.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/WtSum1712.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Hydro6814.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Ellip9649.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SF9965.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Ellip1577.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SF9677.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Cyl9929.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Cyl9576.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz1099.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz4854.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz7923.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz7982.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz7259.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz9706.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz9812.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz9572.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/CW7973.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/CW3166.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/CW319.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SupSkrt8785.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SkrtBRng8492.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Seis9340.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/LL6788.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/LL6788.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Seis9340.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Wind2120.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SkrtBRng8492.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SupSkrt8785.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/CW319.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/CW3166.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/CW7973.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz9572.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz9812.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz9706.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz7259.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz7982.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz7923.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz4854.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Noz1099.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Cyl9576.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Cyl9929.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SF9677.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Ellip1577.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SF9965.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Ellip9649.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/Hydro6814.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/WtSum1712.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/NozSum4748.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/NozSch7432.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/ThkHist1739.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/PresSum3923.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/SettingsSum6555.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/RevHist4221.htmlhttp://c/Codeware/COMPRESS/2012/7200/Temp/DeficSum3988.html
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    Settings Summary

    COMPRESS 2012 Build 7200

    Units: U.S. Customary

    Datum Line Location: 0,00" from bottom seam

    Design

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    Design or Rating: Get Thickness from Pressure

    Minimum thickness: 0,0625" per UG-16(b)

    Design for cold shut down only: No

    Design for lethal service (full radiography required): No

    Design nozzles for: Design P only

    Corrosion weight loss: 100% of theoretical loss

    UG-23 Stress Increase: 1,20

    Skirt/legs stress increase: 1,0

    Minimum nozzle projection: 4"Juncture calculations for > 30 only: Yes

    Preheat P-No 1 Materials > 1,25" and

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    UG-22 Loadings

    UG-22(a) Internal or External Design Pressure : Yes

    UG-22(b) Weight of the vessel and normal contents under operating or test conditions: Yes

    UG-22(c) Superimposed static reactions from weight of attached equipment (external loads): No

    UG-22(d)(2) Vessel supports such as lugs, rings, skirts, saddles and legs: Yes

    UG-22(f) Wind reactions: Yes

    UG-22(f) Seismic reactions: Yes

    UG-22(j) Test pressure and coincident static head acting during the test: NoNote: UG-22(b),(c) and (f) loads only considered when supports are present.

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    Pressure Summary

    Pressure Summary for Chamber bounded by CABEZA INFERIOR and CABEZA SUPERIOR

    Identifier

    P

    Design

    ( psi)

    T

    Design

    ( F)

    MAWP

    ( psi)

    MAP

    ( psi)

    MDMT

    ( F)

    MDMT

    Exemption

    Impact

    Tested

    CABEZA SUPERIOR 330 170 331,18 377,07 -49,4 Note 1 No

    Straight Flange on CABEZA SUPERIOR 330 170 500,45 546,45 -49,4 Note 2 No

    CILINDRO 1 330 170 500,45 546,45 -49,4 Note 2 No

    CILINDRO 2 330 170 498,28 546,45 -49 Note 3 No

    Straight Flange on CABEZA INFERIOR 330 170 498,2 546,45 -48,9 Note 5 No

    CABEZA INFERIOR 330 170 332,65 381,27 -48,9 Note 4 No

    AIR INLET (A) 330 170 330 330 -55 Note 6 No

    AIR OUTLET (B) 330 170 330 330 -55 Note 6 No

    LIQUID DRAIN (C) 330 170 330 330 -46,09 Note 7 No

    AIR INTERCONECTION (E) 330 170 330 330 -55 Note 6 No

    MANHOLE (H) 330 170 330 330 -55Nozzle Note 8 No

    Pad Note 9 No

    PRESSURE GAUGE (P) 330 170 330 330 -55 Note 6 No

    MANUAL VENT (V) 330 170 330 330 -55 Note 6 No

    PRESSURE RELIEF (W) 330 170 330 330 -46,34 Note 10 No

    Chamber design MDMT is -20 F

    Chamber rated MDMT is -46,09 F @ 330 psi

    Chamber MAWP hot & corroded is 330 psi @ 170 F

    Chamber MAP cold & new is 330 psi @ 70 F

    This pressure chamber is not designed for external pressure.

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    Notes for MDMT Rating:

    Note # Exemption Details

    1. Straight Flangegoverns MDMT

    2.Material impact test exemption temperature from Fig UCS-66 Curve B = 15 F30 F MDMT reduction per UCS-68(c) applies.

    Fig UCS-66.1 MDMT reduction = 34,4 F, (coincident ratio = 0,656)

    UCS-66 governing thickness = 0,75 in

    3.

    Material impact test exemption temperature from Fig UCS-66 Curve B = 15 F

    30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 34 F, (coincident ratio = 0,6604)

    UCS-66 governing thickness = 0,75 in

    4. Straight Flangegoverns MDMT

    5.

    Material impact test exemption temperature from Fig UCS-66 Curve B = 15 F

    30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 33,9 F, (coincident ratio = 0,6605)

    UCS-66 governing thickness = 0,75 in

    6.Flange rating governs:Flange rated MDMT = -85 F (UCS-68(c) applies.)Bolts rated MDMT per Fig UCS-66 note (c) = -55 F

    UCS-66(b)(1)(b)

    7.Nozzle impact test exemption temperature from Fig UCS-66 Curve B = -5,49 F30 F MDMT reduction per UCS-68(c) applies.

    Fig UCS-66.1 MDMT reduction = 10,6 F, (coincident ratio = 0,8942)

    UCS-66 governing thickness = 0,5157 in.

    8.

    Nozzle impact test exemption temperature from Fig UCS-66 Curve B = -20 F

    30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 54,1 F, (coincident ratio = 0,5196)Rated MDMT of -104,1F is limited to -55F by UCS-66(b)(2)

    UCS-66 governing thickness = 0,375 in.

    9.

    Pad impact test exemption temperature from Fig UCS-66 Curve B = -7 F30 F MDMT reduction per UCS-68(c) applies.

    Fig UCS-66.1 MDMT reduction = 34 F, (coincident ratio = 0,6598)Rated MDMT of -71F is limited to -55F by UCS-66(b)(2)

    UCS-66 governing thickness = 0,5 in.

    10.Nozzle impact test exemption temperature from Fig UCS-66 Curve B = -6,04 F30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 10,3 F, (coincident ratio = 0,8974)

    UCS-66 governing thickness = 0,51 in.

    Design notes are available on the Settings Summarypage.

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    Thickness Summary

    Component

    IdentifierMaterial Diameter

    (in)

    Length

    (in)

    Nominal t

    (in)

    Design t

    (in)

    Total Corrosion

    (in)

    Joint

    ELoad

    CABEZA SUPERIOR SA-516 70 54 ID 14,01 0,51* 0,5084 0,0625 1,00 Internal

    Straight Flange on CABEZA SUPERIOR SA-516 70 54 ID 2 0,75 0,5135 0,0625 1,00 Internal

    CILINDRO 1 SA-516 70 54 ID 24 0,75 0,5135 0,0625 1,00 Internal

    CILINDRO 2 SA-516 70 54 ID 96 0,75 0,5166 0,0625 1,00 Internal

    Straight Flange on CABEZA INFERIOR SA-516 70 54 ID 2 0,75 0,5167 0,0625 1,00 Internal

    CABEZA INFERIOR SA-516 70 54 ID 14,0157 0,5157* 0,5122 0,0625 1,00 Internal

    Support Skirt SA-516 70 54,75 ID 44,5 0,25 0,0166 0 0,55 Seismic

    Nominal t: Vessel wall nominal thickness

    Design t: Required vessel thickness due to governing loading + corrosion

    Joint E: Longitudinal seam joint efficiency

    * Head minimum thickness after forming

    Load

    internal: Circumferential stress due to internal pressure governs

    external: External pressure governs

    Wind: Combined longitudinal stress of pressure + weight + wind governs

    Seismic: Combined longitudinal stress of pressure + weight + seismic governs

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    Nozzle Schedule

    Nozzle

    markService Size

    Materials

    Nozzle Impact Norm Fine Grain Pad Impact Norm Fine Grain Flange

    A AIR INLET 2,00 IDx0,66 SA-105 No No No N/A N/A N/A N/ALWN A105Class 300

    B AIR OUTLET NPS 3 Sch 160SA-106 B Smlspipe

    No No No N/A N/A N/A N/AWN A105Class 300

    C LIQUID DRAIN 0,75 IDx0,56 SA-105 No No No N/A N/A N/A N/ALWN A105

    Class 300

    E AIR INTERCONECTION 2,00 IDx0,66 SA-105 No No No N/A N/A N/A N/ALWN A105Class 300

    H MANHOLE 19,25 IDx0,38 SA-516 70 No No Yes SA-516 70 No No YesWN A105Class 300

    P PRESSURE GAUGE 0,75 IDx0,56 SA-105 No No No N/A N/A N/A N/ALWN A105Class 300

    V MANUAL VENT 1,00 IDx0,56 SA-105 No No No N/A N/A N/A N/ALWN A105

    Class 300

    W PRESSURE RELIEF 2,00 IDx0,66 SA-105 No No No N/A N/A N/A N/ALWN A105

    Class 300

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    Nozzle Summary

    Nozzle

    mark

    OD

    (in)

    tn

    (in)

    Req tn

    (in)A1? A2?

    ShellReinforcement

    Pad Corr

    (in)

    Aa/A

    r(%)

    Nom t

    (in)

    Design t

    (in)

    User t

    (in)

    Width

    (in)

    tpad(in)

    A 3,31 0,655 0,2515 Yes Yes 0,75 N/A N/A N/A 0,0625 Exempt

    B 3,5 0,438 0,2874 Yes Yes 0,75 0,5135 N/A N/A 0,0625 108,5

    C 1,88 0,565 0,1894 Yes Yes 0,5157* N/A N/A N/A 0,0625 Exempt

    E 3,31 0,655 0,2515 Yes Yes 0,75 N/A N/A N/A 0,0625 Exempt

    H 20 0,375 0,2249 Yes Yes 0,75 0,5161 4 0,5 0,0625 105,9

    P 1,88 0,565 0,1894 Yes Yes 0,75 N/A N/A N/A 0,0625 Exempt

    V 2,12 0,56 0,1973 Yes Yes 0,75 N/A N/A N/A 0,0625 Exempt

    W 3,31 0,655 0,2515 Yes Yes 0,51* N/A N/A N/A 0,0625 Exempt

    tn: Nozzle thickness

    Req tn: Nozzle thickness required per UG-45/UG-16

    Nom t: Vessel wall thickness

    Design t: Required vessel wall thickness due to pressure + corrosion allowance per UG-37

    User t: Local vessel wall thickness (near opening)

    Aa: Area available per UG-37, governing condition

    Ar: Area required per UG-37, governing condition

    Corr: Corrosion allowance on nozzle wall

    * Head minimum thickness after forming

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    Weight Summary

    Component

    Weight ( lb) Contributed by Vessel ElementsSurface Area

    ft2Metal

    New*

    Metal

    Corroded*Insulation

    InsulationSupports

    LiningPiping

    + Liquid

    Operating Liquid Test Liquid

    New Corroded New Corroded

    CABEZA SUPERIOR 568,1 502,7 0 0 0 0 0 0 910 917,8 28

    CILINDRO 1 875,4 803,4 0 0 0 0 0 0 1.984,3 1.993,5 29

    CILINDRO 2 3.431,8 3.149,4 0 0 0 0 5.035,7 5.059,6 7.982 8.019,6 114

    CABEZA INFERIOR 574,6 509,1 0 0 0 0 909,5 917,2 909,5 917,2 28

    Support Skirt 544 544 0 0 0 0 0 0 0 0 107

    Skirt Base Ring 202 202 0 0 0 0 0 0 0 0 23

    TOTAL: 6.195,9 5.710,6 0 0 0 0 5.945,2 5.976,8 11.785,7 11.848,1 329

    * Shells with attached nozzles have weight reduced by material cut out for opening.

    Component

    Weight ( lb) Contributed by AttachmentsSurface Area

    ft2Body FlangesNozzles &Flanges

    PackedBeds

    Ladders&Platforms

    TraysTray

    SupportsRings &

    ClipsVerticalLoads

    New Corroded New Corroded

    CABEZA SUPERIOR 0 0 19 18,1 0 0 0 0 0 0 1

    CILINDRO 1 0 0 9,7 9,2 0 0 0 0 0 0 0

    CILINDRO 2 0 0 1.130,7 1.120,1 0 0 0 0 0 0 18CABEZA INFERIOR 0 0 7,6 7,2 0 0 0 0 0 0 0

    Support Skirt 0 0 25,2 25,2 0 0 0 0 0 0 0

    TOTAL: 0 0 1.192,1 1.179,8 0 0 0 0 0 0 20

    Vessel operating weight, Corroded: 12.867 lb

    Vessel operating weight, New: 13.333 lb

    Vessel empty weight, Corroded: 6.890 lb

    Vessel empty weight, New: 7.388 lb

    Vessel test weight, New: 19.174 lb

    Vessel test weight, Corroded: 18.739 lb

    Vessel surface area: 349 ft2

    Vessel center of gravity location - from datum - lift condition

    Vessel Lift Weight, New: 7.388 lb

    Center of Gravity: 44,5946"

    Vessel Capacity

    Vessel Capacity** (New): 1.408 US gal

    Vessel Capacity** (Corroded): 1.415 US gal

    **The vessel capacity does not include volume of nozzle, piping or other attachments.

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    Hydrostatic Test

    Shop test pressure determination for Chamber bounded by CABEZA INFERIOR and CABEZA SUPERIORbased on MAWP per UG-99(b)

    Shop hydrostatic test gauge pressure is 429 psi at 70 F (the chamber MAWP = 330 psi)

    The shop test is performed with the vessel in the horizontal position.

    IdentifierLocal testpressure

    psi

    Test liquidstatic head

    psi

    UG-99(b)stressratio

    UG-99(b)pressure

    factor

    CABEZA SUPERIOR (1) 430,949 1,949 1 1,30

    Straight Flange on CABEZA SUPERIOR 430,949 1,949 1 1,30

    CILINDRO 1 430,949 1,949 1 1,30

    CILINDRO 2 430,949 1,949 1 1,30

    Straight Flange on CABEZA INFERIOR 430,949 1,949 1 1,30

    CABEZA INFERIOR 430,949 1,949 1 1,30

    AIR INLET (A) 430,638 1,638 1 1,30

    AIR INTERCONECTION (E) 430,638 1,638 1 1,30

    AIR OUTLET (B) 429,515 0,515 1 1,30

    LIQUID DRAIN (C) 429,988 0,988 1 1,30

    MANHOLE (H) 430,322 1,322 1 1,30

    MANUAL VENT (V) 429,489 0,489 1 1,30

    PRESSURE GAUGE (P) 429,276 0,276 1 1,30

    PRESSURE RELIEF (W) 430,011 1,011 1 1,30

    Notes:

    (1) CABEZA SUPERIOR limits the UG-99(b) stress ratio.

    (2) The zero degree angular position is assumed to be up, and the test liquid height is assumed to the top-mostflange.

    The field test condition has not been investigated for the Chamber bounded by CABEZA INFERIOR and CABEZA

    SUPERIOR.

    The test temperature of 70 F is warmer than the minimum recommended temperature of -16,09 F so the brittle

    fracture provision of UG-99(h) has been met.

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    CABEZA SUPERIOR

    ASME Section VIII, Division 1, 2010 Edition, A11 Addenda

    Component: Ellipsoidal Head

    Material Specification: SA-516 70 (II-D p.18, ln. 19)Straight Flangegoverns MDMT

    Internal design pressure: P = 330 psi @ 170 F

    Static liquid head:

    Ps= 0 psi (SG=1, Hs=0" Operating head)

    Pth= 1,95 psi (SG=1, Hs=54" Horizontal test head)

    Corrosion allowance: Inner C = 0,0625" Outer C = 0"

    Design MDMT = -20F No impact test performed

    Rated MDMT = -49,4F Material is not normalizedMaterial is produced to fine grain practice

    PWHT is performed

    Do not Optimize MDMT / Find MAWP

    Radiography: Category A joints - Seamless No RT

    Head to shell seam - Full UW-11(a) Type 1

    Estimated weight*: new = 568,1 lb corr = 502,7 lb

    Capacity*: new = 109,1 US gal corr = 110 US gal* includes straight flange

    Inner diameter = 54"

    Minimum head thickness = 0,51"Head ratio D/2h = 2 (new)Head ratio D/2h = 1,9954 (corroded)

    Straight flange length Lsf = 2"Nominal straight flange thickness tsf = 0,75"

    Results Summary

    The governing condition is internal pressure.Minimum thickness per UG-16 = 0,0625" + 0,0625" = 0,125"

    Design thickness due to internal pressure (t) = 0,5084"Maximum allowable working pressure (MAWP) = 331,18psi

    Maximum allowable pressure (MAP) = 377,07psi

    K (Corroded)

    K=(1/6)*[2 + (D / (2*h))2]=(1/6)*[2 + (54,125 / (2*13,5625))2]=0,996931

    K (New)

    K=(1/6)*[2 + (D / (2*h))2]=(1/6)*[2 + (54 / (2*13,5))2]=1

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    Design thickness for internal pressure, (Corroded at 170 F) Appendix 1-4(c)

    t = P*D*K / (2*S*E - 0,2*P) + Corrosion= 330*54,125*0,996931 / (2*20.000*1 - 0,2*330) + 0,0625= 0,5084"

    The head internal pressure design thickness is 0,5084".

    Maximum allowable working pressure, (Corroded at 170 F) Appendix 1-4(c)

    P = 2*S*E*t / (K*D + 0,2*t) - Ps= 2*20.000*1*0,4475 / (0,996931*54,125 +0,2*0,4475) - 0

    = 331,18 psi

    The maximum allowable working pressure (MAWP) is 331,18psi.

    Maximum allowable pressure, (New at 70 F) Appendix 1-4(c)

    P = 2*S*E*t / (K*D + 0,2*t) - Ps= 2*20.000*1*0,51 / (1*54 +0,2*0,51) - 0= 377,07 psi

    The maximum allowable pressure (MAP) is 377,07psi.

    % Extreme fiber elongation - UCS-79(d)

    EFE = (75*t / Rf)*(1 - Rf/ Ro)

    = (75*0,75 / 9,555)*(1 - 9,555 / )

    = 5,887%

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    Straight Flange on CABEZA SUPERIOR

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    Component: Straight Flange

    Material specification: SA-516 70 (II-D p. 18, ln. 19)Material impact test exemption temperature from Fig UCS-66 Curve B = 15 F

    30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 34,4 F, (coincident ratio = 0,656)

    UCS-66 governing thickness = 0,75 in

    Internal design pressure: P = 330 psi @ 170 F

    Static liquid head:

    Ps = 0 psi (SG = 1, Hs= 0",Operating head)

    Pth = 1,95 psi (SG = 1, Hs= 54", Horizontal testhead)

    Corrosion allowance Inner C = 0,0625" Outer C = 0"

    Design MDMT = -20 F No impact test performed

    Rated MDMT = -49,4 F Material is not normalizedMaterial is produced to Fine Grain PracticePWHT is performed

    Radiography: Longitudinal joint - Seamless No RTCircumferential joint - Full UW-11(a) Type 1

    Estimated weight New = 73 lb corr = 67 lb

    Capacity New = 19,83 US gal corr = 19,92 US gal

    ID = 54"Length

    Lc= 2"

    t = 0,75"

    Design thickness, (at 170 F) UG-27(c)(1)

    t = P*R / (S*E - 0,60*P) + Corrosion= 330*27,0625 / (20.000*1,00 - 0,60*330) + 0,0625

    = 0,5135"

    Maximum allowable working pressure, (at 170 F) UG-27(c)(1)

    P = S*E*t / (R + 0,60*t) - Ps= 20.000*1,00*0,6875 / (27,0625 + 0,60*0,6875) - 0

    = 500,45 psi

    Maximum allowable pressure, (at 70 F) UG-27(c)(1)

    P = S*E*t / (R + 0,60*t)

    = 20.000*1,00*0,75 / (27 + 0,60*0,75)= 546,45 psi

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    % Extreme fiber elongation - UCS-79(d)

    EFE = (50*t / Rf)*(1 - Rf/ Ro)

    = (50*0,75 / 27,375)*(1 - 27,375 / )

    = 1,3699%

    The extreme fiber elongation does not exceed 5%.

    Design thickness = 0,5135"

    The governing condition is due to internal pressure.

    The cylinder thickness of 0,75" is adequate.

    Thickness Required Due to Pressure + External Loads

    ConditionPressure P (

    psi)

    AllowableStress BeforeUG-23 StressIncrease ( psi)

    Temperature (F)

    Corrosion C(in)

    LoadReq'd Thk Due to

    Tension (in)Req'd Thk Due toCompression (in)

    St Sc

    Operating, Hot & Corroded 330 20.000 16.265 170 0,0625

    Wind 0,1854 0,1854

    Seismic 0,1855 0,1854

    Operating, Hot & New 330 20.000 16.445 170 0Wind 0,185 0,185

    Seismic 0,185 0,1849

    Hot Shut Down, Corroded 0 20.000 16.265 170 0,0625Wind 0,0001 0,0002

    Seismic 0,0001 0,0002

    Hot Shut Down, New 0 20.000 16.445 170 0Wind 0,0002 0,0002

    Seismic 0,0001 0,0003

    Empty, Corroded 0 20.000 16.265 70 0,0625Wind 0,0001 0,0002

    Seismic 0,0001 0,0002

    Empty, New 0 20.000 16.445 70 0Wind 0,0002 0,0002

    Seismic 0,0001 0,0002

    Hot Shut Down, Corroded, Weight& Eccentric Moments Only

    0 20.000 16.265 170 0,0625 Weight 0,0002 0,0002

    Allowable Compressive Stress, Hot and Corroded- ScHC, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScHC = min(B, S) = 16.265 psi

    Allowable Compressive Stress, Hot and New- ScHN, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,75)

    = 0,003378

    B = 16.445 psi

    S = 20.000 / 1,00 = 20.000 psi

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    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,6875 - 0 + (0,0001)) / (27,0625 - 0,40*(0,6875 - 0 + (0,0001)))

    = 1.232,12 psi

    Operating, Hot & New, Wind, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)= 330*27 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1851"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 943 / (*27,3752*20.000*1,20*1,00)

    = 0"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 587,1 / (2**27,375*20.000*1,20*1,00)

    = 0,0001"

    tt = tp+ tm- tw(total required,

    tensile)

    = 0,1851 + 0 - (0,0001)

    = 0,185"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0 + (0,0001) - (0,1851)|

    = 0,185"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,75 - 0 + (0,0001)) / (27 - 0,40*(0,75- 0 + (0,0001)))

    = 1.348,54 psi

    Hot Shut Down, Corroded, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 933 / (*27,40632*16.265,2*1,20)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 520,8 / (2**27,4063*16.265,2*1,20)

    = 0,0002"tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0002)|

    = 0,0001"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0002) - (0)

    = 0,0002"

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    Hot Shut Down, New, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 943 / (*27,3752*16.445,1*1,20)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 587,1 / (2**27,375*16.445,1*1,20)

    = 0,0002"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0002)|

    = 0,0002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0002) - (0)

    = 0,0002"

    Empty, Corroded, Wind, Bottom Seam

    tp = 0" (Pressure)tm = M / (*Rm

    2*Sc*Ks) (bending)

    = 933 / (*27,40632*16.265,2*1,20)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 520,8 / (2**27,4063*16.265,2*1,20)

    = 0,0002"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0002)|

    = 0,0001"

    tc = tmc+ twc- tpc (total required, compressive)= 0 + (0,0002) - (0)

    = 0,0002"

    Empty, New, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 943 / (*27,3752*16.445,1*1,20)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 587,1 / (2**27,375*16.445,1*1,20)= 0,0002"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0002)|

    = 0,0002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0002) - (0)

    = 0,0002"

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    Hot Shut Down, Corroded, Weight & Eccentric Moments Only, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 218 / (*27,40632*16.265,2*1,00)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 520,8 / (2**27,4063*16.265,2*1,00)

    = 0,0002"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0002)|

    = 0,0002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0002) - (0)

    = 0,0002"

    Operating, Hot & Corroded, Seismic, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)= 330*27,0625 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1855"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 1.875 / (*27,40632*20.000*1,20*1,00)

    = 0"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 520,8 / (2**27,4063*20.000*1,20*1,00)

    = 0,0001"

    tt = tp+ tm- tw(total required,

    tensile)= 0,1855 + 0 - (0,0001)

    = 0,1855"

    twc = (1 + VAccel)*W / (2**Rm*St*Ks*Ec) (Weight)

    = 1,20*520,8 / (2**27,4063*20.000*1,20*1,00)

    = 0,0002"

    tc = |tmc+ twc- tpc|(total, net

    tensile)

    = |0 + (0,0002) - (0,1855)|

    = 0,1854"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,6875 - 0 + (0,0001)) / (27,0625 - 0,40*(0,6875 - 0 + (0,0001)))

    = 1.232,09 psi

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    Operating, Hot & New, Seismic, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1851"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 2.070 / (*27,3752*20.000*1,20*1,00)

    = 0"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 587,1 / (2**27,375*20.000*1,20*1,00)

    = 0,0001"

    tt = tp+ tm- tw(total required,tensile)

    = 0,1851 + 0 - (0,0001)

    = 0,185"

    twc = (1 + VAccel)*W / (2**Rm*St*Ks*Ec) (Weight)

    = 1,20*587,1 / (2**27,375*20.000*1,20*1,00)

    = 0,0002"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0 + (0,0002) - (0,1851)|

    = 0,1849"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,75 - 0 + (0,0001)) / (27 - 0,40*(0,75 - 0 + (0,0001)))

    = 1.348,51 psi

    Hot Shut Down, Corroded, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 1.875 / (*27,40632*16.265,2*1,20)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 520,8 / (2**27,4063*16.265,2*1,20)

    = 0,0002"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0002)|= 0,0001"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*520,8 / (2**27,4063*16.265,2*1,20)

    = 0,0002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0002) - (0)

    = 0,0002"

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    Hot Shut Down, New, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 2.070 / (*27,3752*16.445,1*1,20)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 587,1 / (2**27,375*16.445,1*1,20)

    = 0,0002"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0002)|

    = 0,0001"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*587,1 / (2**27,375*16.445,1*1,20)

    = 0,0002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0002) - (0)

    = 0,0003"

    Empty, Corroded, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 1.716 / (*27,40632*16.265,2*1,20)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 520,8 / (2**27,4063*16.265,2*1,20)

    = 0,0002"

    tt = |tp+ tm- tw| (total, net compressive)= |0 + 0 - (0,0002)|

    = 0,0001"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*520,8 / (2**27,4063*16.265,2*1,20)

    = 0,0002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0002) - (0)

    = 0,0002"

    Empty, New, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 1.893 / (*27,3752*16.445,1*1,20)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 587,1 / (2**27,375*16.445,1*1,20)

    = 0,0002"

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    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0002)|

    = 0,0001"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*587,1 / (2**27,375*16.445,1*1,20)

    = 0,0002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0002) - (0)= 0,0002"

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    CABEZA INFERIOR

    ASME Section VIII, Division 1, 2010 Edition, A11 Addenda

    Component: Ellipsoidal Head

    Material Specification: SA-516 70 (II-D p.18, ln. 19)Straight Flangegoverns MDMT

    Internal design pressure: P = 330 psi @ 170 F

    Static liquid head:

    Ps= 2,74 psi (SG=1, Hs=75,9425" Operating head)

    Pth= 1,95 psi (SG=1, Hs=54" Horizontal test head)

    Corrosion allowance: Inner C = 0,0625" Outer C = 0"

    Design MDMT = -20F No impact test performed

    Rated MDMT = -48,9F Material is not normalizedMaterial is produced to fine grain practice

    PWHT is performed

    Do not Optimize MDMT / Find MAWP

    Radiography: Category A joints - Seamless No RT

    Head to shell seam - Full UW-11(a) Type 1

    Estimated weight*: new = 574,6 lb corr = 509,1 lb

    Capacity*: new = 109,1 US gal corr = 110 US gal* includes straight flange

    Inner diameter = 54"

    Minimum head thickness = 0,5157"Head ratio D/2h = 2 (new)Head ratio D/2h = 1,9954 (corroded)

    Straight flange length Lsf = 2"Nominal straight flange thickness tsf = 0,75"

    Results Summary

    The governing condition is internal pressure.Minimum thickness per UG-16 = 0,0625" + 0,0625" = 0,125"

    Design thickness due to internal pressure (t) = 0,5122"Maximum allowable working pressure (MAWP) = 332,65psi

    Maximum allowable pressure (MAP) = 381,27psi

    K (Corroded)

    K=(1/6)*[2 + (D / (2*h))2]=(1/6)*[2 + (54,125 / (2*13,5625))2]=0,996931

    K (New)

    K=(1/6)*[2 + (D / (2*h))2]=(1/6)*[2 + (54 / (2*13,5))2]=1

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    Design thickness for internal pressure, (Corroded at 170 F) Appendix 1-4(c)

    t = P*D*K / (2*S*E - 0,2*P) + Corrosion= 332,74*54,125*0,996931 / (2*20.000*1 - 0,2*332,74) + 0,0625= 0,5121"

    The head internal pressure design thickness is 0,5122".

    Maximum allowable working pressure, (Corroded at 170 F) Appendix 1-4(c)

    P = 2*S*E*t / (K*D + 0,2*t) - Ps= 2*20.000*1*0,4532 / (0,996931*54,125 +0,2*0,4532) - 2,74

    = 332,65 psi

    The maximum allowable working pressure (MAWP) is 332,65psi.

    Maximum allowable pressure, (New at 70 F) Appendix 1-4(c)

    P = 2*S*E*t / (K*D + 0,2*t) - Ps= 2*20.000*1*0,5157 / (1*54 +0,2*0,5157) - 0= 381,27 psi

    The maximum allowable pressure (MAP) is 381,27psi.

    % Extreme fiber elongation - UCS-79(d)

    EFE = (75*t / Rf)*(1 - Rf/ Ro)

    = (75*0,75 / 9,555)*(1 - 9,555 / )

    = 5,887%

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    Straight Flange on CABEZA INFERIOR

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    Component: Straight Flange

    Material specification: SA-516 70 (II-D p. 18, ln. 19)Material impact test exemption temperature from Fig UCS-66 Curve B = 15 F

    30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 33,9 F, (coincident ratio = 0,6605)

    UCS-66 governing thickness = 0,75 in

    Internal design pressure: P = 330 psi @ 170 F

    Static liquid head:

    Ps = 2,25 psi (SG = 1, Hs=

    62,38",Operating head)

    Pth = 1,95 psi (SG = 1, Hs= 54",Horizontal test head)

    Corrosion allowance Inner C = 0,0625" Outer C = 0"

    Design MDMT = -20 F No impact test performedRated MDMT = -48,9 F Material is not normalized

    Material is produced to Fine Grain Practice

    PWHT is performed

    Radiography: Longitudinal joint - Seamless No RT

    Circumferential joint - Full UW-11(a) Type 1

    Estimated weight New = 73 lb corr = 67 lb

    Capacity New = 19,83 US gal corr = 19,92 US gal

    ID = 54"

    LengthLc

    = 2"

    t = 0,75"

    Design thickness, (at 170 F) UG-27(c)(1)

    t = P*R / (S*E - 0,60*P) + Corrosion

    = 332,25*27,0625 / (20.000*1,00 - 0,60*332,25) + 0,0625= 0,5167"

    Maximum allowable working pressure, (at 170 F) UG-27(c)(1)

    P = S*E*t / (R + 0,60*t) - Ps

    = 20.000*1,00*0,6875 / (27,0625 + 0,60*0,6875) - 2,25= 498,2 psi

    Maximum allowable pressure, (at 70 F) UG-27(c)(1)

    P = S*E*t / (R + 0,60*t)= 20.000*1,00*0,75 / (27 + 0,60*0,75)= 546,45 psi

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    % Extreme fiber elongation - UCS-79(d)

    EFE = (50*t / Rf)*(1 - Rf/ Ro)

    = (50*0,75 / 27,375)*(1 - 27,375 / )

    = 1,3699%

    The extreme fiber elongation does not exceed 5%.

    Design thickness = 0,5167"

    The governing condition is due to internal pressure.

    The cylinder thickness of 0,75" is adequate.

    Thickness Required Due to Pressure + External Loads

    ConditionPressure P (

    psi)

    AllowableStress BeforeUG-23 StressIncrease ( psi)

    Temperature (F)

    Corrosion C(in)

    LoadReq'd Thk Due to

    Tension (in)Req'd Thk Due toCompression (in)

    St Sc

    Operating, Hot & Corroded 330 20.000 16.265 170 0,0625

    Wind 0,1862 0,1822

    Seismic 0,1872 0,1809

    Operating, Hot & New 330 20.000 16.445 170 0Wind 0,1856 0,1816

    Seismic 0,1868 0,1802

    Hot Shut Down, Corroded 0 20.000 16.265 170 0,0625Wind 0,0006 0,0041

    Seismic 0,0016 0,0057

    Hot Shut Down, New 0 20.000 16.445 170 0Wind 0,0005 0,0042

    Seismic 0,0017 0,006

    Empty, Corroded 0 20.000 16.265 70 0,0625Wind 0,0006 0,0041

    Seismic 0,0009 0,0048

    Empty, New 0 20.000 16.445 70 0Wind 0,0005 0,0042

    Seismic 0,0009 0,0051

    Hot Shut Down, Corroded, Weight& Eccentric Moments Only

    0 20.000 16.265 170 0,0625 Weight 0,001 0,0031

    Allowable Compressive Stress, Hot and Corroded- ScHC, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScHC = min(B, S) = 16.265 psi

    Allowable Compressive Stress, Hot and New- ScHN, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,75)

    = 0,003378

    B = 16.445 psi

    S = 20.000 / 1,00 = 20.000 psi

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    ScHN = min(B, S) = 16.445 psi

    Allowable Compressive Stress, Cold and New- ScCN, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,75)

    = 0,003378

    B = 16.445 psi

    S = 20.000 / 1,00 = 20.000 psiScCN = min(B, S) = 16.445 psi

    Allowable Compressive Stress, Cold and Corroded- ScCC, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScCC = min(B, S) = 16.265 psi

    Allowable Compressive Stress, Vacuum and Corroded- ScVC, (tableCS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScVC = min(B, S) = 16.265 psi

    Operating, Hot & Corroded, Wind, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27,0625 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1855"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 113.103 / (*27,40632*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.670 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt = tp+ tm- tw(total required,tensile)

    = 0,1855 + 0,002 - (0,0014)

    = 0,1862"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0,002 + (0,0014) - (0,1855)|

    = 0,1822"

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    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,6875 - 0,002 + (0,0014)) / (27,0625 - 0,40*(0,6875 - 0,002 + (0,0014)))

    = 1.230,79 psi

    Operating, Hot & New, Wind, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)= 330*27 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1851"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 113.395 / (*27,3752*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.107,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw(total required,

    tensile)

    = 0,1851 + 0,002 - (0,0015)

    = 0,1856"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0,002 + (0,0015) - (0,1851)|

    = 0,1816"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,75 - 0,002 + (0,0015)) / (27 - 0,40*(0,75 - 0,002 + (0,0015)))

    = 1.347,36 psi

    Hot Shut Down, Corroded, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 113.103 / (*27,40632*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.670 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,002 - (0,0014)

    = 0,0006"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 113.103 / (*27,40632*16.265,2*1,20)

    = 0,0025"

    twc = W / (2**Rm*Sc*Ks) (Weight)

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    = 5.670 / (2**27,4063*16.265,2*1,20)

    = 0,0017"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0025 + (0,0017) - (0)

    = 0,0041"

    Hot Shut Down, New, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 113.395 / (*27,3752*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.107,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,002 - (0,0015)

    = 0,0005"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 113.395 / (*27,3752*16.445,1*1,20)

    = 0,0024"

    twc = W / (2**Rm*Sc*Ks) (Weight)

    = 6.107,6 / (2**27,375*16.445,1*1,20)

    = 0,0018"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0024 + (0,0018) - (0)

    = 0,0042"

    Empty, Corroded, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 113.103 / (*27,40632*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.670 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,002 - (0,0014)

    = 0,0006"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 113.103 / (*27,40632*16.265,2*1,20)

    = 0,0025"

    twc = W / (2**Rm*Sc*Ks) (Weight)

    = 5.670 / (2**27,4063*16.265,2*1,20)

    = 0,0017"

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    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0025 + (0,0017) - (0)

    = 0,0041"

    Empty, New, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 113.395 / (*27,3752*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.107,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,002 - (0,0015)

    = 0,0005"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 113.395 / (*27,3752*16.445,1*1,20)

    = 0,0024"

    twc = W / (2**Rm*Sc*Ks) (Weight)

    = 6.107,6 / (2**27,375*16.445,1*1,20)

    = 0,0018"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0024 + (0,0018) - (0)

    = 0,0042"

    Hot Shut Down, Corroded, Weight & Eccentric Moments Only, Bottom Seam

    tp = 0" (Pressure)tm = M / (*Rm

    2*Sc*Ks) (bending)

    = 40.451 / (*27,40632*16.265,2*1,00)

    = 0,0011"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 5.670 / (2**27,4063*16.265,2*1,00)

    = 0,002"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0011 - (0,002)|

    = 0,001"

    tc = tmc+ twc- tpc (total required, compressive)= 0,0011+ (0,002) - (0)

    = 0,0031"

    Operating, Hot & Corroded, Seismic, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27,0625 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1855"

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    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 169.069 / (*27,40632*20.000*1,20*1,00)

    = 0,003"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.670 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt

    = tp

    + tm

    - tw

    (total required,

    tensile)= 0,1855 + 0,003 - (0,0014)

    = 0,1872"

    twc = (1 + VAccel)*W / (2**Rm*St*Ks*Ec) (Weight)

    = 1,20*5.670 / (2**27,4063*20.000*1,20*1,00)

    = 0,0016"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0,003 + (0,0016) - (0,1855)|

    = 0,1809"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,6875 - 0,003 + (0,0014)) / (27,0625 - 0,40*(0,6875 - 0,003 + (0,0014)))

    = 1.229 psi

    Operating, Hot & New, Seismic, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1851"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 177.065 / (*27,3752*20.000*1,20*1,00)

    = 0,0031"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.107,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0,1851 + 0,0031 - (0,0015)

    = 0,1868"

    twc = (1 + VAccel)*W / (2**Rm*St*Ks*Ec) (Weight)

    = 1,20*6.107,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0018"

    tc = |tmc+ twc- tpc| (total, net tensile)

    = |0,0031 + (0,0018) - (0,1851)|

    = 0,1802"

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    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,75 - 0,0031 + (0,0015)) / (27 - 0,40*(0,75 - 0,0031 + (0,0015)))

    = 1.345,31 psi

    Hot Shut Down, Corroded, Seismic, Bottom Seam

    tp = 0" (Pressure)tm = M / (*Rm

    2*St*Ks*Ec) (bending)

    = 169.069 / (*27,40632*20.000*1,20*1,00)

    = 0,003"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.670 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,003 - (0,0014)

    = 0,0016"

    tmc = M / (*Rm2

    *Sc*Ks) (bending)= 169.069 / (*27,40632*16.265,2*1,20)

    = 0,0037"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*5.670 / (2**27,4063*16.265,2*1,20)

    = 0,002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0037 + (0,002) - (0)

    = 0,0057"

    Hot Shut Down, New, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 177.065 / (*27,3752*20.000*1,20*1,00)

    = 0,0031"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.107,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,0031 - (0,0015)

    = 0,0017"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 177.065 / (*27,3752*16.445,1*1,20)

    = 0,0038"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*6.107,6 / (2**27,375*16.445,1*1,20)

    = 0,0022"

    tc = tmc+ twc- tpc (total required, compressive)

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    = 0,0038 + (0,0022) - (0)

    = 0,006"

    Empty, Corroded, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 129.104 / (*27,40632*20.000*1,20*1,00)

    = 0,0023"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.670 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,0023 - (0,0014)

    = 0,0009"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 129.104 / (*27,40632*16.265,2*1,20)

    = 0,0028"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*5.670 / (2**27,4063*16.265,2*1,20)

    = 0,002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0028 + (0,002) - (0)

    = 0,0048"

    Empty, New, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 136.774 / (*27,3752*20.000*1,20*1,00)

    = 0,0024"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.107,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,0024 - (0,0015)

    = 0,0009"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 136.774 / (*27,3752*16.445,1*1,20)

    = 0,0029"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*6.107,6 / (2**27,375*16.445,1*1,20)

    = 0,0022"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0029 + (0,0022) - (0)

    = 0,0051"

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    CILINDRO 1

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    Component: Cylinder

    Material specification: SA-516 70 (II-D p. 18, ln. 19)Material impact test exemption temperature from Fig UCS-66 Curve B = 15 F

    30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 34,4 F, (coincident ratio = 0,656)

    UCS-66 governing thickness = 0,75 in

    Internal design pressure: P = 330 psi @ 170 F

    Static liquid head:

    Ps = 0 psi (SG = 1, Hs= 0",Operating head)

    Pth = 1,95 psi (SG = 1, Hs= 54", Horizontal testhead)

    Corrosion allowance Inner C = 0,0625" Outer C = 0"

    Design MDMT = -20 F No impact test performed

    Rated MDMT = -49,4 F Material is not normalizedMaterial is produced to Fine Grain PracticePWHT is performed

    Radiography: Longitudinal joint - Full UW-11(a) Type 1Top circumferential joint - Full UW-11(a) Type 1

    Bottom circumferential joint - Full UW-11(a) Type 1

    Estimated weight New = 875,4 lb corr = 803,4 lb

    Capacity New = 237,95 US gal corr = 239,05 US gal

    ID = 54"

    LengthLc

    = 24"

    t = 0,75"

    Design thickness, (at 170 F) UG-27(c)(1)

    t = P*R / (S*E - 0,60*P) + Corrosion

    = 330*27,0625 / (20.000*1,00 - 0,60*330) + 0,0625= 0,5135"

    Maximum allowable working pressure, (at 170 F) UG-27(c)(1)

    P = S*E*t / (R + 0,60*t) - Ps

    = 20.000*1,00*0,6875 / (27,0625 + 0,60*0,6875) - 0= 500,45 psi

    Maximum allowable pressure, (at 70 F) UG-27(c)(1)

    P = S*E*t / (R + 0,60*t)= 20.000*1,00*0,75 / (27 + 0,60*0,75)= 546,45 psi

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    % Extreme fiber elongation - UCS-79(d)

    EFE = (50*t / Rf)*(1 - Rf/ Ro)

    = (50*0,75 / 27,375)*(1 - 27,375 / )

    = 1,3699%

    The extreme fiber elongation does not exceed 5%.

    Design thickness = 0,5135"

    The governing condition is due to internal pressure.

    The cylinder thickness of 0,75" is adequate.

    Thickness Required Due to Pressure + External Loads

    ConditionPressure P (

    psi)

    AllowableStress BeforeUG-23 StressIncrease ( psi)

    Temperature (F)

    Corrosion C(in)

    LoadReq'd Thk Due to

    Tension (in)Req'd Thk Due toCompression (in)

    St Sc

    Operating, Hot & Corroded 330 20.000 16.265 170 0,0625

    Wind 0,1853 0,1851

    Seismic 0,1854 0,185

    Operating, Hot & New 330 20.000 16.445 170 0Wind 0,1849 0,1847

    Seismic 0,185 0,1845

    Hot Shut Down, Corroded 0 20.000 16.265 170 0,0625Wind 0,0003 0,0005

    Seismic 0,0002 0,0007

    Hot Shut Down, New 0 20.000 16.445 170 0Wind 0,0003 0,0006

    Seismic 0,0002 0,0008

    Empty, Corroded 0 20.000 16.265 70 0,0625Wind 0,0003 0,0005

    Seismic 0,0002 0,0007

    Empty, New 0 20.000 16.445 70 0Wind 0,0003 0,0006

    Seismic 0,0002 0,0007

    Hot Shut Down, Corroded, Weight& Eccentric Moments Only

    0 20.000 16.265 170 0,0625 Weight 0,0005 0,0005

    Allowable Compressive Stress, Hot and Corroded- ScHC, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScHC = min(B, S) = 16.265 psi

    Allowable Compressive Stress, Hot and New- ScHN, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,75)

    = 0,003378

    B = 16.445 psi

    S = 20.000 / 1,00 = 20.000 psi

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    ScHN = min(B, S) = 16.445 psi

    Allowable Compressive Stress, Cold and New- ScCN, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,75)

    = 0,003378

    B = 16.445 psi

    S = 20.000 / 1,00 = 20.000 psiScCN = min(B, S) = 16.445 psi

    Allowable Compressive Stress, Cold and Corroded- ScCC, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScCC = min(B, S) = 16.265 psi

    Allowable Compressive Stress, Vacuum and Corroded- ScVC, (tableCS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScVC = min(B, S) = 16.265 psi

    Operating, Hot & Corroded, Wind, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27,0625 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1855"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 6.014 / (*27,40632*20.000*1,20*1,00)

    = 0,0001"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 1.333,4 / (2**27,4063*20.000*1,20*1,00)

    = 0,0003"

    tt = tp+ tm- tw(total required,tensile)

    = 0,1855 + 0,0001 - (0,0003)

    = 0,1853"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0,0001 + (0,0003) - (0,1855)|

    = 0,1851"

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    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,6875 - 0,0001 + (0,0003)) / (27,0625 - 0,40*(0,6875 - 0,0001 + (0,0003)))

    = 1.232,31 psi

    Operating, Hot & New, Wind, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)= 330*27 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1851"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 6.040 / (*27,3752*20.000*1,20*1,00)

    = 0,0001"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 1.472,2 / (2**27,375*20.000*1,20*1,00)

    = 0,0004"

    tt = tp+ tm- tw(total required,

    tensile)

    = 0,1851 + 0,0001 - (0,0004)

    = 0,1849"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0,0001 + (0,0004) - (0,1851)|

    = 0,1847"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,75 - 0,0001 + (0,0004)) / (27 - 0,40*(0,75 - 0,0001 + (0,0004)))

    = 1.348,77 psi

    Hot Shut Down, Corroded, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 6.014 / (*27,40632*16.265,2*1,20)

    = 0,0001"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.333,4 / (2**27,4063*16.265,2*1,20)

    = 0,0004"tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0001 - (0,0004)|

    = 0,0003"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0001 + (0,0004) - (0)

    = 0,0005"

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    Hot Shut Down, New, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 6.040 / (*27,3752*16.445,1*1,20)

    = 0,0001"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.472,2 / (2**27,375*16.445,1*1,20)

    = 0,0004"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0001 - (0,0004)|

    = 0,0003"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0001+ (0,0004) - (0)

    = 0,0006"

    Empty, Corroded, Wind, Bottom Seam

    tp = 0" (Pressure)tm = M / (*Rm

    2*Sc*Ks) (bending)

    = 6.014 / (*27,40632*16.265,2*1,20)

    = 0,0001"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.333,4 / (2**27,4063*16.265,2*1,20)

    = 0,0004"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0001 - (0,0004)|

    = 0,0003"

    tc = tmc+ twc- tpc (total required, compressive)= 0,0001+ (0,0004) - (0)

    = 0,0005"

    Empty, New, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 6.040 / (*27,3752*16.445,1*1,20)

    = 0,0001"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.472,2 / (2**27,375*16.445,1*1,20)= 0,0004"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0001 - (0,0004)|

    = 0,0003"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0001 + (0,0004) - (0)

    = 0,0006"

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    Hot Shut Down, Corroded, Weight & Eccentric Moments Only, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 523 / (*27,40632*16.265,2*1,00)

    = 0"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.333,4 / (2**27,4063*16.265,2*1,00)

    = 0,0005"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0 - (0,0005)|

    = 0,0005"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0 + (0,0005) - (0)

    = 0,0005"

    Operating, Hot & Corroded, Seismic, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)= 330*27,0625 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1855"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 10.251 / (*27,40632*20.000*1,20*1,00)

    = 0,0002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 1.333,4 / (2**27,4063*20.000*1,20*1,00)

    = 0,0003"

    tt = tp+ tm- tw(total required,

    tensile)= 0,1855 + 0,0002 - (0,0003)

    = 0,1854"

    twc = (1 + VAccel)*W / (2**Rm*St*Ks*Ec) (Weight)

    = 1,20*1.333,4 / (2**27,4063*20.000*1,20*1,00)

    = 0,0004"

    tc = |tmc+ twc- tpc|(total, net

    tensile)

    = |0,0002 + (0,0004) - (0,1855)|

    = 0,185"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,6875 - 0,0002 + (0,0003)) / (27,0625 - 0,40*(0,6875 - 0,0002 + (0,0003)))

    = 1.232,17 psi

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    Operating, Hot & New, Seismic, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1851"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 11.258 / (*27,3752*20.000*1,20*1,00)

    = 0,0002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 1.472,2 / (2**27,375*20.000*1,20*1,00)

    = 0,0004"

    tt = tp+ tm- tw (total required, tensile)

    = 0,1851 + 0,0002 - (0,0004)

    = 0,185"

    twc = (1 + VAccel)*W / (2**Rm*St*Ks*Ec) (Weight)

    = 1,20*1.472,2 / (2**27,375*20.000*1,20*1,00)

    = 0,0004"

    tc

    = |tmc

    + twc

    - tpc

    | (total, net tensile)

    = |0,0002 + (0,0004) - (0,1851)|

    = 0,1845"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,75 - 0,0002 + (0,0004)) / (27 - 0,40*(0,75 - 0,0002 + (0,0004)))

    = 1.348,6 psi

    Hot Shut Down, Corroded, Seismic, Bottom Seam

    tp = 0" (Pressure)tm = M / (*Rm

    2*Sc*Ks) (bending)

    = 10.251 / (*27,40632*16.265,2*1,20)

    = 0,0002"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.333,4 / (2**27,4063*16.265,2*1,20)

    = 0,0004"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0002 - (0,0004)|

    = 0,0002"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*1.333,4 / (2**27,4063*16.265,2*1,20)

    = 0,0005"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0002 + (0,0005) - (0)

    = 0,0007"

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    Hot Shut Down, New, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 11.258 / (*27,3752*16.445,1*1,20)

    = 0,0002"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.472,2 / (2**27,375*16.445,1*1,20)

    = 0,0004"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0002 - (0,0004)|

    = 0,0002"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*1.472,2 / (2**27,375*16.445,1*1,20)

    = 0,0005"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0002 + (0,0005) - (0)

    = 0,0008"

    Empty, Corroded, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 9.319 / (*27,40632*16.265,2*1,20)

    = 0,0002"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.333,4 / (2**27,4063*16.265,2*1,20)

    = 0,0004"

    tt = |tp+ tm- tw| (total, net compressive)= |0 + 0,0002 - (0,0004)|

    = 0,0002"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*1.333,4 / (2**27,4063*16.265,2*1,20)

    = 0,0005"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0002 + (0,0005) - (0)

    = 0,0007"

    Empty, New, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*Sc*Ks) (bending)

    = 10.228 / (*27,3752*16.445,1*1,20)

    = 0,0002"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 1.472,2 / (2**27,375*16.445,1*1,20)

    = 0,0004"

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    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0002 - (0,0004)|

    = 0,0002"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*1.472,2 / (2**27,375*16.445,1*1,20)

    = 0,0005"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0002 + (0,0005) - (0)= 0,0007"

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    CILINDRO 2

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    Component: Cylinder

    Material specification: SA-516 70 (II-D p. 18, ln. 19)Material impact test exemption temperature from Fig UCS-66 Curve B = 15 F

    30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 34 F, (coincident ratio = 0,6604)

    UCS-66 governing thickness = 0,75 in

    Internal design pressure: P = 330 psi @ 170 F

    Static liquid head:

    Ps = 2,18 psi (SG = 1, Hs=

    60,38",Operating head)

    Pth = 1,95 psi (SG = 1, Hs= 54",Horizontal test head)

    Corrosion allowance Inner C = 0,0625" Outer C = 0"

    Design MDMT = -20 F No impact test performedRated MDMT = -49 F Material is not normalized

    Material is produced to Fine Grain Practice

    PWHT is performed

    Radiography: Longitudinal joint - Full UW-11(a) Type 1

    Top circumferential joint - Full UW-11(a) Type 1Bottom circumferential joint - Full UW-11(a) Type 1

    Estimated weight New = 3.431,8 lb corr = 3.149,4 lb

    Capacity New = 951,78 US gal corr = 956,19 US gal

    ID = 54"Length

    Lc= 96"

    t = 0,75"

    Design thickness, (at 170 F) UG-27(c)(1)

    t = P*R / (S*E - 0,60*P) + Corrosion= 332,18*27,0625 / (20.000*1,00 - 0,60*332,18) + 0,0625

    = 0,5166"

    Maximum allowable working pressure, (at 170 F) UG-27(c)(1)

    P = S*E*t / (R + 0,60*t) - Ps= 20.000*1,00*0,6875 / (27,0625 + 0,60*0,6875) - 2,18= 498,28 psi

    Maximum allowable pressure, (at 70 F) UG-27(c)(1)

    P = S*E*t / (R + 0,60*t)= 20.000*1,00*0,75 / (27 + 0,60*0,75)

    = 546,45 psi

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    % Extreme fiber elongation - UCS-79(d)

    EFE = (50*t / Rf)*(1 - Rf/ Ro)

    = (50*0,75 / 27,375)*(1 - 27,375 / )

    = 1,3699%

    The extreme fiber elongation does not exceed 5%.

    Design thickness = 0,5166"

    The governing condition is due to internal pressure.

    The cylinder thickness of 0,75" is adequate.

    Thickness Required Due to Pressure + External Loads

    ConditionPressure P (

    psi)

    AllowableStress BeforeUG-23 StressIncrease ( psi)

    Temperature (F)

    Corrosion C(in)

    LoadReq'd Thk Due to

    Tension (in)Req'd Thk Due toCompression (in)

    St Sc

    Operating, Hot & Corroded 330 20.000 16.265 170 0,0625

    Wind 0,1861 0,1822

    Seismic 0,1871 0,181

    Operating, Hot & New 330 20.000 16.445 170 0Wind 0,1856 0,1817

    Seismic 0,1867 0,1803

    Hot Shut Down, Corroded 0 20.000 16.265 170 0,0625Wind 0,0006 0,0041

    Seismic 0,0016 0,0056

    Hot Shut Down, New 0 20.000 16.445 170 0Wind 0,0005 0,0042

    Seismic 0,0016 0,0058

    Empty, Corroded 0 20.000 16.265 70 0,0625Wind 0,0006 0,0041

    Seismic 0,0009 0,0048

    Empty, New 0 20.000 16.445 70 0Wind 0,0005 0,0042

    Seismic 0,0009 0,005

    Hot Shut Down, Corroded, Weight& Eccentric Moments Only

    0 20.000 16.265 170 0,0625 Weight 0,0009 0,0031

    Allowable Compressive Stress, Hot and Corroded- ScHC, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScHC = min(B, S) = 16.265 psi

    Allowable Compressive Stress, Hot and New- ScHN, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,75)

    = 0,003378

    B = 16.445 psi

    S = 20.000 / 1,00 = 20.000 psi

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    ScHN = min(B, S) = 16.445 psi

    Allowable Compressive Stress, Cold and New- ScCN, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,75)

    = 0,003378

    B = 16.445 psi

    S = 20.000 / 1,00 = 20.000 psiScCN = min(B, S) = 16.445 psi

    Allowable Compressive Stress, Cold and Corroded- ScCC, (table CS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScCC = min(B, S) = 16.265 psi

    Allowable Compressive Stress, Vacuum and Corroded- ScVC, (tableCS-2)

    A = 0,125 / (Ro/ t)

    = 0,125 / (27,75 / 0,6875)

    = 0,003097

    B = 16.265 psi

    S = 20.000 / 1,00 = 20.000 psi

    ScVC = min(B, S) = 16.265 psi

    Operating, Hot & Corroded, Wind, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27,0625 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1855"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 110.965 / (*27,40632*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.603 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt = tp+ tm- tw(total required,tensile)

    = 0,1855 + 0,002 - (0,0014)

    = 0,1861"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0,002 + (0,0014) - (0,1855)|

    = 0,1822"

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    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,6875 - 0,002 + (0,0014)) / (27,0625 - 0,40*(0,6875 - 0,002 + (0,0014)))

    = 1.230,83 psi

    Operating, Hot & New, Wind, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)= 330*27 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1851"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 111.257 / (*27,3752*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.034,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw(total required,

    tensile)

    = 0,1851 + 0,002 - (0,0015)

    = 0,1856"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0,002 + (0,0015) - (0,1851)|

    = 0,1817"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,75 - 0,002 + (0,0015)) / (27 - 0,40*(0,75 - 0,002 + (0,0015)))

    = 1.347,39 psi

    Hot Shut Down, Corroded, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 110.965 / (*27,40632*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.603 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,002 - (0,0014)

    = 0,0006"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 110.965 / (*27,40632*16.265,2*1,20)

    = 0,0024"

    twc = W / (2**Rm*Sc*Ks) (Weight)

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    = 5.603 / (2**27,4063*16.265,2*1,20)

    = 0,0017"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0024 + (0,0017) - (0)

    = 0,0041"

    Hot Shut Down, New, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 111.257 / (*27,3752*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.034,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,002 - (0,0015)

    = 0,0005"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 111.257 / (*27,3752*16.445,1*1,20)

    = 0,0024"

    twc = W / (2**Rm*Sc*Ks) (Weight)

    = 6.034,6 / (2**27,375*16.445,1*1,20)

    = 0,0018"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0024 + (0,0018) - (0)

    = 0,0042"

    Empty, Corroded, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 110.965 / (*27,40632*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.603 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,002 - (0,0014)

    = 0,0006"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 110.965 / (*27,40632*16.265,2*1,20)

    = 0,0024"

    twc = W / (2**Rm*Sc*Ks) (Weight)

    = 5.603 / (2**27,4063*16.265,2*1,20)

    = 0,0017"

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    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0024 + (0,0017) - (0)

    = 0,0041"

    Empty, New, Wind, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 111.257 / (*27,3752*20.000*1,20*1,00)

    = 0,002"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.034,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,002 - (0,0015)

    = 0,0005"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 111.257 / (*27,3752*16.445,1*1,20)

    = 0,0024"

    twc = W / (2**Rm*Sc*Ks) (Weight)

    = 6.034,6 / (2**27,375*16.445,1*1,20)

    = 0,0018"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0024 + (0,0018) - (0)

    = 0,0042"

    Hot Shut Down, Corroded, Weight & Eccentric Moments Only, Bottom Seam

    tp = 0" (Pressure)tm = M / (*Rm

    2*Sc*Ks) (bending)

    = 40.451 / (*27,40632*16.265,2*1,00)

    = 0,0011"

    tw = W / (2**Rm*Sc*Ks) (Weight)

    = 5.603 / (2**27,4063*16.265,2*1,00)

    = 0,002"

    tt = |tp+ tm- tw| (total, net compressive)

    = |0 + 0,0011 - (0,002)|

    = 0,0009"

    tc = tmc+ twc- tpc (total required, compressive)= 0,0011+ (0,002) - (0)

    = 0,0031"

    Operating, Hot & Corroded, Seismic, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27,0625 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1855"

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    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 164.765 / (*27,40632*20.000*1,20*1,00)

    = 0,0029"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.603 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt

    = tp

    + tm

    - tw

    (total required,

    tensile)= 0,1855 + 0,0029 - (0,0014)

    = 0,1871"

    twc = (1 + VAccel)*W / (2**Rm*St*Ks*Ec) (Weight)

    = 1,20*5.603 / (2**27,4063*20.000*1,20*1,00)

    = 0,0016"

    tc = |tmc+ twc- tpc|(total, nettensile)

    = |0,0029 + (0,0016) - (0,1855)|

    = 0,181"

    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,6875 - 0,0029 + (0,0014)) / (27,0625 - 0,40*(0,6875 - 0,0029 + (0,0014)))

    = 1.229,11 psi

    Operating, Hot & New, Seismic, Bottom Seam

    tp = P*R / (2*St*Ks*Ec+ 0,40*|P|) (Pressure)

    = 330*27 / (2*20.000*1,20*1,00 + 0,40*|330|)

    = 0,1851"

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 172.600 / (*27,3752*20.000*1,20*1,00)

    = 0,0031"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.034,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0,1851 + 0,0031 - (0,0015)

    = 0,1867"

    twc = (1 + VAccel)*W / (2**Rm*St*Ks*Ec) (Weight)

    = 1,20*6.034,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0018"

    tc = |tmc+ twc- tpc| (total, net tensile)

    = |0,0031 + (0,0018) - (0,1851)|

    = 0,1803"

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    Maximum allowable working pressure, Longitudinal Stress

    P = 2*St*Ks*Ec*(t - tm+ tw) / (R - 0,40*(t - tm+ tw))

    = 2*20.000*1,20*1,00*(0,75 - 0,0031 + (0,0015)) / (27 - 0,40*(0,75 - 0,0031 + (0,0015)))

    = 1.345,42 psi

    Hot Shut Down, Corroded, Seismic, Bottom Seam

    tp = 0" (Pressure)tm = M / (*Rm

    2*St*Ks*Ec) (bending)

    = 164.765 / (*27,40632*20.000*1,20*1,00)

    = 0,0029"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.603 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,0029 - (0,0014)

    = 0,0016"

    tmc = M / (*Rm2

    *Sc*Ks) (bending)= 164.765 / (*27,40632*16.265,2*1,20)

    = 0,0036"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*5.603 / (2**27,4063*16.265,2*1,20)

    = 0,002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0036 + (0,002) - (0)

    = 0,0056"

    Hot Shut Down, New, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 172.600 / (*27,3752*20.000*1,20*1,00)

    = 0,0031"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.034,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,0031 - (0,0015)

    = 0,0016"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 172.600 / (*27,3752*16.445,1*1,20)

    = 0,0037"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*6.034,6 / (2**27,375*16.445,1*1,20)

    = 0,0021"

    tc = tmc+ twc- tpc (total required, compressive)

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    = 0,0037 + (0,0021) - (0)

    = 0,0058"

    Empty, Corroded, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 126.765 / (*27,40632*20.000*1,20*1,00)

    = 0,0022"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 5.603 / (2**27,4063*20.000*1,20*1,00)

    = 0,0014"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,0022 - (0,0014)

    = 0,0009"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 126.765 / (*27,40632*16.265,2*1,20)

    = 0,0028"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*5.603 / (2**27,4063*16.265,2*1,20)

    = 0,002"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0028 + (0,002) - (0)

    = 0,0048"

    Empty, New, Seismic, Bottom Seam

    tp = 0" (Pressure)

    tm = M / (*Rm2*St*Ks*Ec) (bending)

    = 134.265 / (*27,3752*20.000*1,20*1,00)

    = 0,0024"

    tw = W / (2**Rm*St*Ks*Ec) (Weight)

    = 6.034,6 / (2**27,375*20.000*1,20*1,00)

    = 0,0015"

    tt = tp+ tm- tw (total required, tensile)

    = 0 + 0,0024 - (0,0015)

    = 0,0009"

    tmc = M / (*Rm2*Sc*Ks) (bending)

    = 134.265 / (*27,3752*16.445,1*1,20)

    = 0,0029"

    twc = (1 + VAccel)*W / (2**Rm*Sc*Ks) (Weight)

    = 1,20*6.034,6 / (2**27,375*16.445,1*1,20)

    = 0,0021"

    tc = tmc+ twc- tpc (total required, compressive)

    = 0,0029 + (0,0021) - (0)

    = 0,005"

    52/135

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    AIR INLET (A)

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    tw(lower)= 0,75 in

    Leg41= 0,375 in

    Note: round inside edges per UG-76(c)

    Located on: CILINDRO 2Liquid static head included: 0,9161 psi

    Nozzle material specification: SA-105 (II-D p. 18, ln. 5)

    Nozzle longitudinal joint efficiency: 1

    Flange description: NPS 2 Class 300 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    Reinforcement Calculations for Internal Pressure

    UG-37 Area Calculation Summary(in2)

    For P = 330,92 psi @ 170 F

    UG-45 NozzleWall

    ThicknessSummary (in)The nozzle passes

    UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5 Aweldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    0,2515 0,655

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculations

    per UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (in)

    Actual weld

    throat size (in)Status

    Nozzle to shell fillet (Leg41) 0,25 0,2625 weld size is adequate

    Calculations for internal pressure 330,92 psi @ 170 F

    Nozzle is impact test exempt to -155 F per UCS-66(b)(3) (coincident ratio = 0,03).

    Nozzle UCS-66 governing thk: 0,655 in

    Nozzle rated MDMT: -155 F

    Parallel Limit of reinforcement per UG-40

    LR = MAX(d, Rn+ (tn- Cn) + (t - C))

    = MAX(2,125, 1,0625 + (0,655 - 0,0625) + (0,75 - 0,0625))

    = 2,3425 in

    Outer Normal Limit of reinforcement per UG-40

    LH = MIN(2,5*(t - C), 2,5*(tn- Cn) + te)

    = MIN(2,5*(0,75 - 0,0625), 2,5*(0,655 - 0,0625) + 0)

    = 1,4813 in

    Nozzle required thickness per UG-27(c)(1)

    trn = P*Rn/ (Sn*E - 0,6*P)

    = 330,9161*1,0625 / (20.000*1 - 0,6*330,9161)

    = 0,0178 in

    Required thickness trfrom UG-37(a)

    tr = P*R / (S*E - 0,6*P)

    = 330,9161*27,0625 / (20.000*1 - 0,6*330,9161)

    = 0,4523 in

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    This opening does not require reinforcement per UG-36(c)(3)(a)

    UW-16(c) Weld Check

    Fillet weld: tmin= lesser of 0,75 or tnor t = 0,5925 in

    tc(min)= lesser of 0,25 or 0,7*tmin= 0,25intc(actual)= 0,7*Leg = 0.7*0,375 = 0,2625 in

    The fillet weld size is satisfactory.

    Weld strength calculations are not required for this detail which conforms to Fig. UW-16.1, sketch (c-e).

    UG-45 Nozzle Neck Thickness Check

    ta UG-27 = P*R / (S*E - 0,6*P) + Corrosion

    = 330,9161*1,0625 / (20.000*1 - 0,6*330,9161) + 0,0625

    = 0,0803 in

    ta = max[ ta UG-27, ta UG-22]= max[ 0,0803 , 0 ]

    = 0,0803 in

    tb1 = P*R / (S*E - 0,6*P) + Corrosion

    = 330,9161*27,0625 / (20.000*1 - 0,6*330,9161) + 0,0625

    = 0,5148 in

    tb1 = max[ tb1, tb UG16]

    = max[ 0,5148 , 0,125 ]

    = 0,5148 in

    tb = min[ tb3, tb1]

    = min[ 0,2515 , 0,5148 ]

    = 0,2515 in

    tUG-45 = max[ ta, tb]

    = max[ 0,0803 , 0,2515 ]

    = 0,2515 in

    Available nozzle wall thickness new, tn= 0,655 in

    The nozzle neck thickness is adequate.

    55/135

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    AIR OUTLET (B)

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    tw(lower)= 0,75 in

    Leg41= 0,5 in

    Note: round inside edges per UG-76(c)

    Located on: CILINDRO 2Liquid static head included: 0 psi

    Nozzle material specification: SA-106 B Smls pipe (II-D p. 10, ln. 40)

    Nozzle longitudinal joint efficiency: 1

    Nozzle description: NPS 3 Sch 160

    Flange description: NPS 3 Class 300 WN A105

    Bolt Material: SA-193 B7 Bolt

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    Reinforcement Calculations for Internal Pressure

    UG-37 Area Calculation Summary (in2)For P = 330 psi @ 170 F

    The opening is adequately reinforced

    UG-45 NozzleWall

    ThicknessSummary (in)The nozzle passes

    UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5 Aweldstreq tmin

    1,2889 1,398 0,6244 0,5598 -- -- 0,2138 0,2515 0,3833

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(1)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weldthroat size (in)

    Actual weldthroat size (in)

    Status

    Nozzle to shell fillet (Leg41) 0,25 0,35 weld size is adequate

    Calculations for internal pressure 330 psi @ 170 F

    Fig UCS-66.2 general note (1) applies.

    Nozzle is impact test exempt to -155 F per UCS-66(b)(3) (coincident ratio = 0,0837).

    Nozzle UCS-66 governing thk: 0,3833 in

    Nozzle rated MDMT: -155 F

    Parallel Limit of reinforcement per UG-40

    LR = MAX(d, Rn+ (tn- Cn) + (t - C))

    = MAX(2,749, 1,3745 + (0,438 - 0,0625) + (0,75 - 0,0625))

    = 2,749 in

    Outer Normal Limit of reinforcement per UG-40

    LH = MIN(2,5*(t - C), 2,5*(tn- Cn) + te)

    = MIN(2,5*(0,75 - 0,0625), 2,5*(0,438 - 0,0625) + 0)

    = 0,9388 in

    Nozzle required thickness per UG-27(c)(1)

    trn = P*Rn/ (Sn*E - 0,6*P)= 330*1,3745 / (17.100*1 - 0,6*330)

    = 0,0268 in

    Required thickness trfrom UG-37(a)

    tr = P*R / (S*E - 0,6*P)

    = 330*27,0625 / (20.000*1 - 0,6*330)

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    = 0,451 in

    Area required per UG-37(c)

    Allowable stresses: Sn= 17.100, Sv= 20.000 psi

    fr1= lesser of 1 or Sn/ Sv= 0,855

    fr2= lesser of 1 or Sn/ Sv= 0,855

    A = d*tr*F + 2*tn*tr*F*(1 - fr1)

    = 2,749*0,451*1 + 2*0,3755*0,451*1*(1 - 0,855)

    = 1,2889in2

    Area available from FIG. UG-37.1

    A1= larger of the following= 0,6244in2

    = d*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1)

    = 2,749*(1*0,6875 - 1*0,451) - 2*0,3755*(1*0,6875 - 1*0,451)*(1 - 0,855)

    = 0,6244 in2

    = 2*(t + tn)*(E1*t - F*tr) - 2*tn*(E1*t - F*tr)*(1 - fr1)

    = 2*(0,6875 + 0,3755)*(1*0,6875 -1*0,451) - 2*0,3755*(1*0,6875 - 1*0,451)*(1 - 0,855)

    = 0,477 in2

    A2= smaller of the following= 0,5598in2

    = 5*(tn- trn)*fr2*t= 5*(0,3755 - 0,0268)*0,855*0,6875

    = 1,0249 in2

    = 5*(tn- trn)*fr2*tn= 5*(0,3755 - 0,0268)*0,855*0,3755

    = 0,5598 in2

    A41 = Leg2*fr2

    = 0,52*0,855

    = 0,2138in2

    Area = A1+ A2+ A41= 0,6244 + 0,5598 + 0,2138

    = 1,398in2

    As Area >= A the reinforcement is adequate.

    58/135

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    UW-16(c) Weld Check

    Fillet weld: tmin= lesser of 0,75 or tnor t = 0,3755 intc(min)= lesser of 0,25 or 0,7*tmin= 0,25intc(actual)= 0,7*Leg = 0.7*0,5 = 0,35 in

    The fillet weld size is satisfactory.

    Weld strength calculations are not required for this detail which conforms to Fig. UW-16.1, sketch (c-e).

    UG-45 Nozzle Neck Thickness Check

    ta UG-27 = P*R / (S*E - 0,6*P) + Corrosion

    = 330*1,3745 / (17.100*1 - 0,6*330) + 0,0625

    = 0,0893 in

    ta = max[ ta UG-27, ta UG-22]

    = max[ 0,0893 , 0 ]

    = 0,0893 in

    tb1 = P*R / (S*E - 0,6*P) + Corrosion

    = 330*27,0625 / (20.000*1 - 0,6*330) + 0,0625

    = 0,5135 in

    tb1 = max[ tb1, tb UG16]

    = max[ 0,5135 , 0,125 ]

    = 0,5135 in

    tb = min[ tb3, tb1]

    = min[ 0,2515 , 0,5135 ]

    = 0,2515 in

    tUG-45 = max[ ta, tb]

    = max[ 0,0893 , 0,2515 ]

    = 0,2515 in

    Available nozzle wall thickness new, tn= 0,875*0,438 = 0,3833 in

    The nozzle neck thickness is adequate.

    59/135

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    LIQUID DRAIN (C)

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    tw(lower)= 0,5157 in

    Leg41= 0,375 in

    Note: round inside edges per UG-76(c)

    Located on: CABEZA INFERIORLiquid static head included: 2,9912 psi

    Nozzle material specification: SA-105 (II-D p. 18, ln. 5)

    Nozzle longitudinal joint efficiency: 1

    Flange description: NPS 0,75 Class 300 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    Reinforcement Calculations for Internal Pressure

    UG-37 Area Calculation Summary(in2)

    For P = 332,99 psi @ 170 F

    UG-45 NozzleWall

    ThicknessSummary (in)The nozzle passes

    UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5 Aweldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    0,1894 0,565

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculations

    per UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (in)

    Actual weld

    throat size (in)Status

    Nozzle to shell fillet (Leg41) 0,25 0,2625 weld size is adequate

    Calculations for internal pressure 332,99 psi @ 170 F

    Nozzle impact test exemption temperature from Fig UCS-66 Curve B = -5,49 F30 F MDMT reduction per UCS-68(c) applies.Fig UCS-66.1 MDMT reduction = 10,6 F, (coincident ratio = 0,8942).

    Nozzle UCS-66 governing thk: 0,5157 in

    Nozzle rated MDMT: -46,09 F

    Parallel Limit of reinforcement per UG-40

    LR = MAX(d, Rn+ (tn- Cn) + (t - C))

    = MAX(0,875, 0,4375 + (0,565 - 0,0625) + (0,5157 - 0,0625))

    = 1,3932 in

    Outer Normal Limit of reinforcement per UG-40

    LH = MIN(2,5*(t - C), 2,5*(tn- Cn) + te)

    = MIN(2,5*(0,5157 - 0,0625), 2,5*(0,565 - 0,0625) + 0)

    = 1,133 in

    Nozzle required thickness per UG-27(c)(1)

    trn = P*Rn/ (Sn*E - 0,6*P)

    = 332,9912*0,4375 / (20.000*1 - 0,6*332,9912)

    = 0,0074 in

    Required thickness trfrom UG-37(a)(c)

    tr = P*K1*D / (2*S*E - 0,2*P)

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    = 332,9912*0,8979*54,125 / (2*20.000*1 - 0,2*332,9912)

    = 0,4053 in

    This opening does not require reinforcement per UG-36(c)(3)(a)

    UW-16(c) Weld Check

    Fillet weld: tmin= lesser of 0,75 or tnor t = 0,4532 in

    tc(min)= lesser of 0,25 or 0,7*tmin= 0,25intc(actual)= 0,7*Leg = 0.7*0,375 = 0,2625 in

    The fillet weld size is satisfactory.

    Weld strength calculations are not required for this detail which conforms to Fig. UW-16.1, sketch (c-e).

    UG-45 Nozzle Neck Thickness Check

    Interpretation VIII-1-83-66 has been applied.

    ta UG-27 = P*R / (S*E - 0,6*P) + Corrosion

    = 333,0098*0,4375 / (20.000*1 - 0,6*333,0098) + 0,0625

    = 0,0699 in

    ta = max[ ta UG-27, ta UG-22]

    = max[ 0,0699 , 0 ]

    = 0,0699 in

    tb1 = 0,5124 in

    tb1

    = max[ tb1

    , tb UG16

    ]

    = max[ 0,5124 , 0,125 ]

    = 0,5124 in

    tb = min[ tb3, tb1]

    = min[ 0,1894 , 0,5124 ]

    = 0,1894 in

    tUG-45 = max[ ta, tb]

    = max[ 0,0699 , 0,1894 ]

    = 0,1894 in

    Available nozzle wall thickness new, tn= 0,565 in

    The nozzle neck thickness is adequate.

    62/135

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    AIR INTERCONECTION (E)

    ASME Section VIII Division 1, 2010 Edition, A11 Addenda

    tw(lower)= 0,75 in

    Leg41= 0,375 in

    Note: round inside edges per UG-76(c)

    Located on: CILINDRO 2Liquid static head included: 0 psi

    Nozzle material specification: SA-105 (II-D p. 18, ln. 5)

    Nozzle longitudinal joint efficiency: 1

    Flange description: NPS 2 Class 300 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    Reinforcement Calculations for Internal Pressure

    UG-37 Area Calculation Summary(in2)

    For P = 330 psi @ 170 F

    UG-45 NozzleWall

    ThicknessSummary (in)The nozzle passes

    UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5 Aweldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    0,2515 0,655

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculations

    per UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (in)

    Actual weld

    throat size (in)Status

    Nozzle to shell fillet (Leg41) 0,25 0,2625 weld size is adequate

    Calculations for internal pressure 330 psi @ 170 F

    Nozzle is impact test exempt to -155 F per UCS-66(b)(3) (coincident ratio = 0,0299).

    Nozzle UCS-66 governing thk: 0,655 in

    Nozzle rated MDMT: -155 F

    Parallel Limit of reinforcement per UG-40

    LR = MAX(d, Rn+ (tn- Cn) + (t - C))

    = MAX(2,125, 1,0625 + (0,655 - 0,0625) + (0,75 - 0,0625))

    = 2,3425 in

    Outer Normal Limit of reinforcement per UG-40

    LH = MIN(2,5*(t - C), 2,5*(tn- Cn) + te)

    = MIN(2,5*(0,75 - 0,0625), 2,5*(0,655 - 0,0625) + 0)

    = 1,4813 in

    Nozzle required thickness per UG-27(c)(1)

    trn = P*Rn/ (Sn*E - 0,6*P)

    = 330*1,0625 / (20.000*1 - 0,6*330)

    = 0,0177 in

    Required thickness trfrom UG-37(a)

    tr = P*R / (S*E - 0,6*P)

    = 330*27,0625 / (20.000*1 - 0,6*330)

    = 0,451 in

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    This opening does not require reinforcement per UG-36(c)(3)(a)

    UW-16(c) Weld Check

    Fillet weld: tmin= lesser of 0,75 or tnor t = 0,5925 in

    tc(min)= lesser of 0,25 or 0,7*tmin= 0,25intc(actual)= 0,7*Leg = 0.7*0,375 = 0,2625 in

    The fillet weld size is satisfactory.

    Weld strength calculations are no