2. test separator v-005 rev.1

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    PT. TUBAN STEEL WORKS

    Jl RAYA TUBAN SEMARANG KM 19 DESA PURWEROJO

    KECAMATAN JENU KABUPATEN TUBAN 62352

    JAWA TIMUR

    Phone +62 356 491260 dan Fax +62 356 491155

    COMPRESS Pressure Vessel Design Calculations

    Item: HORIZONTAL TEST SEPARATORVessel No: V-005

    Customer: PT. DWIPA CITRA PERKASA

    Contract:

    Designer: my

    Date:

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    Table of ContentsSettings Summary............... .....................................................................................................................................................................................1/76

    Thickness Summary................................................................................................................................................................................................2/76

    Pressure Summary..................... .............................................................................................................................................................................3/76

    Hydrostatic Test.......................................................................................................................................................................................................5/76

    Nozzle Summary......................... .............................................................................................................................................................................6/76

    Nozzle Schedule.......................................................................................................................................................................................................7/76

    Weight Summary................................................................ ......................................................................................................................................8/76

    Ellipsoidal Head Left................................................................................................................................................................................................9/76

    Straight Flange on Ellipsoidal Head Left.............................................................................................................................................................11/76

    Course #1.............................................. ..................................................................................................................................................................12/76

    Course #2.............................................................................. ..................................................................................................................................13/76

    Ellipsoidal Head Right...........................................................................................................................................................................................14/76

    Straight Flange on Ellipsoidal Head Right............... ............... ................ ............... ............... ................ ............... ................ ............... ............... ..16/76

    Inlet Nozzle (N1).......................... ...........................................................................................................................................................................17/76

    Gas Outlet Nozzle (N2)...........................................................................................................................................................................................19/76

    Water Outlet (N3)....................................................................................................................................................................................................21/76

    Burst Disk (N4).......................................... .............................................................................................................................................................23/76

    Oil Outlet (N5)............................................ .............................................................................................................................................................25/76

    Water Level Gauge (N6A)......................................................................................................................................................................................27/76

    Water Level Gauge (N6B)......................................................................................................................................................................................30/76

    WAter Level Control (N7A).............. ......................................................................................................................................................................33/76

    WAter Level Control (N7B).............. ......................................................................................................................................................................35/76

    Oil Level Gauge (N8A)...........................................................................................................................................................................................38/76

    Oil Level Gauge (N8B)...........................................................................................................................................................................................41/76

    Oil Level Control (N9A)..........................................................................................................................................................................................44/76

    Oil Level Control (N9B)..........................................................................................................................................................................................47/76

    Pressure Relieve Valve (N10)................................................................................................................................................................................50/76

    Themowell (N11)................ .....................................................................................................................................................................................52/76

    Pressure Gauge (N12).............. ................ ..............................................................................................................................................................54/76

    Spare (N13)................................................. ............................................................................................................................................................56/76

    Shringkage Tester (N14B).....................................................................................................................................................................................58/76

    Shringkage Tester (N14A).....................................................................................................................................................................................61/76

    Manway (M1).............. ............... ................ ............... ................ ............... ............... ................ ............... ................ ............... ............... ................ ....64/76

    Saddle.....................................................................................................................................................................................................................66/76

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    Table of ContentsLifting Lug #1.................... ......................................................................................................................................................................................71/76

    Lifting Lug #2......................... .................................................................................................................................................................................73/76

    Wind Code..............................................................................................................................................................................................................75/76

    Seismic Code............... ................ ............... ................ ............... ................ ............... ............... ................ ............... ................ ............... ............... ..76/76

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    Settings Summary

    COMPRESS 2014 Build 7400

    Units: MKS

    Datum Line Location: -50.00 mm from right seam

    Design

    ASME Section VIII Division 1, 2013 Edition Metric

    Design or Rating: Get Thickness from Pressure

    Minimum thickness: 2.5 mm per UG-16(b)

    Design for cold shut down only: No

    Design for lethal service (full radiography required): No

    Design nozzles for: Design P, find nozzle MAWP and MAP

    Corrosion weight loss: 100% of theoretical loss

    UG-23 Stress Increase: 1.20

    Skirt/legs stress increase: 1.0

    Minimum nozzle projection: 100 mm

    Juncture calculations for > 30 only: Yes

    Preheat P-No 1 Materials > 1.25" and

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    Thickness Summary

    Component

    IdentifierMaterial Diameter

    (mm)

    Length

    (mm)

    Nominal t

    (mm)

    Design t

    (mm)

    Total Corrosion

    (mm)

    Joint

    ELoad

    Ellipsoidal Head Left SA-516 70 1,157 OD 311.75 45* 41.98 3.18 1.00 Internal

    Straight Flange on Ellipsoidal Head Left SA-516 70 1,157 OD 50 50 43.63 3.18 1.00 Internal

    Course #1 SA-516 70 1,157 OD 1,524 45 43.63 3.18 1.00 Internal

    Course #2 SA-516 70 1,157 OD 1,524 45 43.63 3.18 1.00 Internal

    Straight Flange on Ellipsoidal Head Right SA-516 70 1,157 OD 50 50 43.63 3.18 1.00 Internal

    Ellipsoidal Head Right SA-516 70 1,157 OD 311.75 45* 41.98 3.18 1.00 Internal

    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

    PT. TUBAN STEEL WORK V-005 2/76

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    Pressure Summary

    Pressure Summary for Chamber bounded by Ellipsoidal Head Right and Ellipsoidal Head Left

    Identifier

    P

    Design

    ( kg/cm2)

    T

    Design

    ( C)

    MAWP

    ( kg/cm2)

    MAP

    ( kg/cm2)

    MDMT

    ( C)

    MDMT

    Exemption

    Impact

    Tested

    Ellipsoidal Head Left 101.24 100 109.67 117.7 14.33 Note 1 No

    Straight Flange on Ellipsoidal Head Left 101.24 100 117.71 125.98 14.33 Note 2 No

    Course #1 101.24 100 104.77 112.98 14.33 Note 2 No

    Course #2 101.24 100 104.77 112.98 14.33 Note 2 No

    Straight Flange on Ellipsoidal HeadRight 101.24 100 117.71 125.98 14.33 Note 2 No

    Ellipsoidal Head Right 101.24 100 109.67 117.7 14.33 Note 3 No

    Saddle 101.24 100 101.33 N/A N/A N/A N/A

    Manway (M1) 101.24 100 101.33 117.48 14.33 Note 4 No

    Inlet Nozzle (N1) 101.24 100 117.51 125.98 2.97 Note 5 No

    Pressure Relieve Valve (N10) 101.24 100 101.84 112.98 -1 Note 6 No

    Themowell (N11) 101.24 100 104.77 112.98 0.91 Note 7 No

    Pressure Gauge (N12) 101.24 100 104.77 112.98 -29 Note 8 No

    Spare (N13) 101.24 100 104.77 112.98 0.91 Note 7 No

    Shringkage Tester (N14A) 101.24 100 104.77 112.98 -29 Note 8 No

    Shringkage Tester (N14B) 101.24 100 104.77 112.98 -29 Note 8 No

    Gas Outlet Nozzle (N2) 101.24 100 104.77 112.98 12.98 Note 9 No

    Water Outlet (N3) 101.24 100 104.77 112.98 0.91 Note 7 No

    Burst Disk (N4) 101.24 100 104.77 112.98 0.91 Note 7 No

    Oil Outlet (N5) 101.24 100 101.84 112.98 -1 Note 6 No

    Water Level Gauge (N6A) 101.24 100 104.77 112.98 -29 Note 8 No

    Water Level Gauge (N6B) 101.24 100 104.77 112.98 -29 Note 8 No

    WAter Level Control (N7A) 101.24 100 104.77 112.98 0.91 Note 7 No

    WAter Level Control (N7B) 101.24 100 104.77 112.98 0.91 Note 7 No

    Oil Level Gauge (N8A) 101.24 100 104.77 112.98 -29 Note 8 No

    Oil Level Gauge (N8B) 101.24 100 104.77 112.98 -29 Note 8 No

    Oil Level Control (N9A) 101.24 100 104.77 112.98 -29 Note 8 No

    Oil Level Control (N9B) 101.24 100 104.77 112.98 -29 Note 8 No

    Chamber design MDMT is 15 CChamber rated MDMT is 14.33 C @ 101.33 kg/cm2

    Chamber MAWP hot & corroded is 101.33 kg/cm2@ 100 C

    Chamber MAP cold & new is 112.98 kg/cm2@ 25 C

    This pressure chamber is not designed for external pressure.

    PT. TUBAN STEEL WORK V-005 3/76

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    Notes for MDMT Rating:

    Note # Exemption Details

    1. Straight Flangegoverns MDMT

    2. Material impact test exemption temperature from Fig UCS-66M Curve B = 14.33 C UCS-66 governing thickness = 45 mm

    3. Straight Flangegoverns MDMT

    4. Nozzle impact test exemption temperature from Fig UCS-66M Curve B = 14.33 C UCS-66 governing thickness = 45 mm.

    5. Nozzle impact test exemption temperature from Fig UCS-66M Curve B = 2.97 C UCS-66 governing thickness = 28.58 mm.

    6. Nozzle impact test exemption temperature f rom Fig UCS-66M Curve B = -1 C UCS-66 governing thickness = 25.4 mm.

    7. Nozzle impact test exemption temperature from Fig UCS-66M Curve B = 0.91 C UCS-66 governing thickness = 26.92 mm.

    8. Nozzle is impact test exempt per UG-20(f) UCS-66 governing thickness = 14.22 mm.

    9. Nozzle impact test exemption temperature from Fig UCS-66M Curve B = 12.98 C UCS-66 governing thickness = 41.28 mm.

    Design notes are available on the Settings Summarypage.

    PT. TUBAN STEEL WORK V-005 4/76

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    Hydrostatic Test

    Shop test pressure determination for Chamber bounded by Ellipsoidal Head Right and Ellipsoidal Head Left based on MAWP perUG-99(b)

    Shop hydrostatic test gauge pressure is 131.72 kgf/cm2at 25 C (the chamber MAWP = 101.33 kgf/cm

    2)

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

    Identifier Local testpressurekgf/cm

    2

    Test liquidstatic headkgf/cm

    2

    UG-99(b)stressratio

    UG-99(b)pressurefactor

    Stressduring testkgf/cm

    2

    Allowabletest stresskgf/cm

    2

    Stressexcessive?

    Ellipsoidal Head Left (1) 131.86 0.13 1 1.30 1,406.899 2,404.489 No

    Straight Flange on Ellipsoidal Head Left 131.86 0.13 1 1.30 1,458.642 2,404.489 No

    Course #1 131.86 0.13 1 1.30 1,628.259 2,404.489 No

    Course #2 131.86 0.13 1 1.30 1,628.259 2,404.489 No

    Straight Flange on Ellipsoidal Head Right 131.86 0.13 1 1.30 1,458.642 2,404.489 No

    Ellipsoidal Head Right 131.86 0.13 1 1.30 1,406.899 2,404.489 No

    Burst Disk (N4) 131.74 0.02 1 1.30 1,872.723 3,579.201 No

    Gas Outlet Nozzle (N2) 131.74 0.02 1 1.30 2,080.773 3,579.201 No

    Inlet Nozzle (N1) 131.78 0.06 1 1.30 1,438.555 3,579.201 No

    Manway (M1) 131.83 0.1 1 1.30 1,760.641 3,579.201 No

    Oil Level Control (N9A) 131.82 0.09 1 1.30 2,115.221 3,579.201 No

    Oil Level Control (N9B) 131.78 0.06 1 1.30 2,114.652 3,579.201 No

    Oil Level Gauge (N8A) 131.83 0.1 1 1.30 2,115.399 3,579.201 No

    Oil Level Gauge (N8B) 131.78 0.05 1 1.30 2,114.565 3,579.201 No

    Oil Outlet (N5) 131.88 0.16 1 1.30 2,007.741 3,579.201 No

    Pressure Gauge (N12) 131.74 0.02 1 1.30 2,114.07 3,579.201 No

    Pressure Relieve Valve (N10) 131.74 0.02 1 1.30 2,005.664 3,579.201 No

    Shringkage Tester (N14A) 131.84 0.11 1 1.30 1,948.26 3,579.201 No

    Shringkage Tester (N14B) 131.77 0.05 1 1.30 1,947.286 3,579.201 No

    Spare (N13) 131.88 0.16 1 1.30 2,037.069 3,579.201 No

    Themowell (N11) 131.74 0.02 1 1.30 1,872.723 3,579.201 No

    WAter Level Control (N7A) 131.8 0.08 1 1.30 1,873.581 3,579.201 No

    WAter Level Control (N7B) 131.77 0.05 1 1.30 1,873.075 3,579.201 No

    Water Level Gauge (N6A) 131.81 0.09 1 1.30 2,115.191 3,579.201 No

    Water Level Gauge (N6B) 131.76 0.04 1 1.30 2,114.357 3,579.201 No

    Water Outlet (N3) 131.88 0.16 1 1.30 2,037.069 3,579.201 No

    Notes:(1) Ellipsoidal Head Left limits the UG-99(b) stress ratio.(2) PLstresses at nozzle openings have been estimated using the method described in Division 2 Part 4.5.(3) 1.5*0.9*Syused as the basis for the maximum local primary membrane stress at the nozzle intersection PL.(4) The zero degree angular position is assumed to be up, and the test liquid height is assumed to the top-most flange.

    The field test condition has not been investigated for the Chamber bounded by Ellipsoidal Head Right and Ellipsoidal Head Left .

    Warning! UG-99(h): The test temperature of 25C is colder than the minimum recommended temperature of 31.33C for the shop test.

    PT. TUBAN STEEL WORK V-005 5/76

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    Nozzle Summary

    Nozzle

    mark

    OD

    (mm)

    tn

    (mm)

    Req tn

    (mm)A1? A2?

    ShellReinforcement

    Pad Corr

    (mm)

    Aa/A

    r(%)

    Nom t

    (mm)

    Design t

    (mm)

    User t

    (mm)

    Width

    (mm)

    tpad

    (mm)

    M1 657.75 96 20.94 Yes Yes 45* 42.06 N/A N/A 3.18 100.0

    N1 158.75 28.58 9.4 Yes Yes 45* 45 N/A N/A 3.18 132.3

    N10 127 25.4 8.91 Yes Yes 45 43.86 N/A N/A 3.18 100.0

    N11 104.65 26.92 8.44 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N12 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N13 104.65 26.92 8.44 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N14A 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N14B 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N2 234.95 41.28 11.29 Yes Yes 45 45 N/A N/A 3.18 101.0

    N3 104.65 26.92 8.44 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N4 104.65 26.92 8.44 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N5 127 25.4 8.91 Yes Yes 45 43.86 N/A N/A 3.18 100.0

    N6A 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N6B 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N7A 104.65 26.92 8.44 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N7B 104.65 26.92 8.44 Yes Yes 45 45 N/A N/A 3.18 380.5

    N8A 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N8B 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N9A 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 Exempt

    N9B 53.85 14.22 6.6 Yes Yes 45 N/A N/A N/A 3.18 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

    PT. TUBAN STEEL WORK V-005 6/76

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    Nozzle Schedule

    Nozzlemark

    Service Size MaterialsImpactTested

    Normalized Fine Grain Flange Blind

    M1 Manway 657.75 OD x 96 Nozzle SA-105 No No NoNPS 18 Class 900Custom Integral Forging A105

    NPS 18 Class 900A105

    N1 Inlet Nozzle 158.75 OD x 28.58 Nozzle SA-105 No No NoNPS 4 Class 900LWN A105

    No

    N10 Pressure Relieve Valve 127 OD x 25.4 Nozzle SA-105 No No NoNPS 3 Class 900LWN A105

    No

    N11 Themowell 104.65 OD x 26.92 Nozzle SA-105 No No NoNPS 2 Class 900LWN A105

    No

    N12 Pressure Gauge 53.85 OD x 14.22 Nozzle SA-105 No No NoNPS 1 Class 900LWN A105

    No

    N13 Spare 104.65 OD x 26.92 Nozzle SA-105 No No NoNPS 2 Class 900LWN A105

    No

    N14A ShringkageTester 53.85 OD x 14.22 Nozzle SA-105 No No NoNPS 1 Class 900LWN A105

    No

    N14B ShringkageTester 53.85 OD x 14.22 Nozzle SA-105 No No NoNPS 1 Class 900

    LWN A105No

    N2 Gas Outlet Nozzle 234.95 OD x 41.28 Nozzle SA-105 No No NoNPS 6 Class 900LWN A105

    No

    N3 Water Outlet 104.65 OD x 26.92 Nozzle SA-105 No No NoNPS 2 Class 900LWN A105

    No

    N4 Burst Disk 104.65 OD x 26.92 Nozzle SA-105 No No NoNPS 2 Class 900

    LWN A105No

    N5 Oil Outlet 127 OD x 25.4 Nozzle SA-105 No No No

    NPS 3 Class 900

    LWN A105 No

    N6A Water Level Gauge 53.85 OD x 14.22 Nozzle SA-105 No No NoNPS 1 Class 900LWN A105

    No

    N6B Water Level Gauge 53.85 OD x 14.22 Nozzle SA-105 No No NoNPS 1 Class 900

    LWN A105No

    N7A WAter Level Control 104.65 OD x 26.92 Nozzle SA-105 No No NoNPS 2 Class 900LWN A105

    No

    N7B WAter Level Control 104.65 OD x 26.92 Nozzle SA-105 No No NoNPS 2 Class 900LWN A105

    No

    N8A Oil Level Gauge 53.85 OD x 14.22 Nozzle SA-105 No No NoNPS 1 Class 900LWN A105

    No

    N8B Oil Level Gauge 53.85 OD x 14.22 Nozzle SA-105 No No NoNPS 1 Class 900LWN A105

    No

    N9A Oil Level Control 53.85 OD x 14.22 Nozzle SA-105 No No NoNPS 1 Class 900LWN A105

    No

    N9B Oil Level Control 53.85 OD x 14.22 Nozzle SA-105 No No No NPS 1 Class 900LWN A105

    No

    PT. TUBAN STEEL WORK V-005 7/76

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    Weight Summary

    Component

    Weight ( kg) Contributed by Vessel ElementsSurface Area

    m2Metal

    New*

    Metal

    Corroded*Insulation

    InsulationSupports

    LiningPiping

    + Liquid

    OperatingLiquid

    Test Liquid

    New Corroded New Corroded

    Ellipsoidal Head Left 461 432.4 0 0 0 0 0 0 225.9 230.9 1.46

    Course #1 1,837.5 1,712.9 0 0 0 0 0 0 1,366.7 1,384 5.43

    Course #2 1,866.1 1,739.4 0 0 0 0 0 0 1,362.6 1,379.1 5.51

    Ellipsoidal Head Right 573.8 537.3 0 0 0 0 0 0 204.2 208.7 1.78

    Saddle 268.5 268.5 0 0 0 0 0 0 0 0 4.51

    TOTAL: 5,006.9 4,690.5 0 0 0 0 0 0 3,159.4 3,202.7 18.69

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

    Component

    Weight ( kg) Contributed by AttachmentsSurface Area

    m2BodyFlangesNozzles &Flanges

    PackedBeds

    TraysTray

    SupportsRings &

    ClipsVerticalLoads

    New Corroded New Corroded

    Ellipsoidal Head Left 0 0 1,084.1 1,071.3 0 0 0 0 0 1.51

    Course #1 0 0 265.3 252.3 0 0 0 14.7 0 1.24

    Course #2 0 0 65.5 62.5 0 0 0 14.7 0 0.37

    Ellipsoidal Head Right 0 0 53.7 49.8 0 0 0 0 0 0.16

    TOTAL: 0 0 1,468.5 1,435.9 0 0 0 29.3 0 3.28

    Vessel operating weight, Corroded: 6,156 kgVessel operating weight, New: 6,505 kg

    Vessel empty weight, Corroded: 6,156 kg

    Vessel empty weight, New: 6,505 kg

    Vessel test weight, New: 9,664 kg

    Vessel test weight, Corroded: 9,358 kg

    Vessel surface area: 21.98 m2

    Vessel center of gravity location - from datum - lift condition

    Vessel Lift Weight, New: 6,505 kg

    Center of Gravity: 1,876.61 mm

    Vessel Capacity

    Vessel Capacity** (New): 3,131 li ters

    Vessel Capacity** (Corroded): 3,172 liters

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

    PT. TUBAN STEEL WORK V-005 8/76

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    Ellipsoidal Head Left

    ASME Section VIII Division 1, 2013 Edition Metric

    Component: Ellipsoidal HeadMaterial Specification: SA-516 70 (II-D Metric p.22, ln. 6)Straight Flangegoverns MDMT

    Internal design pressure: P = 101.24 kgf/cm2@ 100 C

    Static liquid head:

    Ps= 0 kgf/cm2(SG=1, Hs=0 mm Operating head)

    Pth= 0.13 kgf/cm2(SG=1, Hs=1314.55 mm Horizontal test head)

    Corrosion allowance: Inner C = 3.18 mm Outer C = 0 mm

    Design MDMT = 15C No impact test performedRated MDMT = 14.33C Material is not normalized

    Material is not produced to fine grain practicePWHT is performedDo not Optimize MDMT / Find MAWP

    Radiography: Category A joints - Seamless No RTHead to shell seam - Full UW-11(a) Type 1

    Estimated weight*: new = 461 kg corr = 432.4 kgCapacity*: new = 202.9 liters corr = 207.2 liters* includes straight flange

    Outer diameter = 1157 mmMinimum head thickness = 45 mmHead ratio D/2h = 2 (new)Head ratio D/2h = 1.9882 (corroded)Straight flange length Lsf = 50 mmNominal straight flange thickness tsf = 50 mmResults Summary

    The governing condition is internal pressure.Minimum thickness per UG-16 = 2.5 mm + 3.18 mm = 5.68 mmDesign thickness due to internal pressure (t) = 41.98mm

    Maximum allowable working pressure (MAWP) = 109.67kgf/cm

    2

    Maximum allowable pressure (MAP) = 117.7kgf/cm2

    K (Corroded)

    K=(1/6)*[2 + (D / (2*h))2]=(1/6)*[2 + (1,073.35 / (2*269.93))2]=0.992181

    K (New)

    K=(1/6)*[2 + (D / (2*h))2]=(1/6)*[2 + (1,067 / (2*266.75))2]=1

    Design thickness for internal pressure, (Corroded at 100 C) Appendix 1-4(c)

    t = P*Do*K / (2*S*E + 2*P*(K - 0.1)) + Corrosion= 101.24*1,157*0.992181 / (2*1,407.21*1 + 2*101.24*(0.992181 - 0.1)) + 3.18

    = 41.98 mm

    The head internal pressure design thickness is 41.98mm.

    Maximum allowable working pressure, (Corroded at 100 C) Appendix 1-4(c)

    P = 2*S*E*t / (K*Do- 2*t*(K - 0.1)) - Ps= 2*1,407.21*1*41.83 / (0.992181*1,157 - 2*41.83*(0.992181 - 0.1)) - 0= 109.67 kgf/cm

    2

    The maximum allowable working pressure (MAWP) is 109.67kgf/cm2.

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    Maximum allowable pressure, (New at 25 C) Appendix 1-4(c)

    P = 2*S*E*t / (K*Do- 2*t*(K - 0.1)) - Ps= 2*1,407.21*1*45 / (1*1,157 - 2*45*(1 - 0.1)) - 0= 117.7 kgf/cm

    2

    The maximum allowable pressure (MAP) is 117.7kgf/cm2.

    % Extreme fiber elongation - UCS-79(d)

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

    = (75*50 / 206.39)*(1 - 206.39 / )= 18.1695%

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    Straight Flange on Ellipsoidal Head Left

    ASME Section VIII Division 1, 2013 Edition Metric

    Component: Straight FlangeMaterial specification: SA-516 70 (II-D Metric p. 22, ln. 6)Material impact test exemption temperature from Fig UCS-66M Curve B = 14.33 CUCS-66 governing thickness = 45 mm

    Internal design pressure: P = 101.24 kg/cm2@ 100 C

    Static liquid head:

    Pth = 0.13 kg/cm2 (SG = 1, Hs= 1,309.55 mm, Horizontal test

    head)

    Corrosion allowance Inner C = 3.18 mm Outer C = 0 mm

    Design MDMT = 15 C No impact test performedRated MDMT = 14.33 C Material is not normalized

    Material is not produced to Fine Grain PracticePWHT is performed

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

    Estimated weight New = 68.1 kg corr = 64 kg

    Capacity New = 43.87 liters corr = 44.4 liters

    OD = 1,157 mmLengthLc

    = 50 mm

    t = 50 mm

    Design thickness, (at 100 C) Appendix 1-1

    t = P*Ro/ (S*E + 0.40*P) + Corrosion= 101.24*578.5 / (1,407.21*1.00 + 0.40*101.24) + 3.18= 43.63 mm

    Maximum allowable working pressure, (at 100 C) Appendix 1-1

    P = S*E*t / (Ro- 0.40*t) - Ps= 1,407.21*1.00*46.83 / (578.5 - 0.40*46.83) - 0= 117.71 kg/cm2

    Maximum allowable pressure, (at 25 C) Appendix 1-1

    P = S*E*t / (Ro- 0.40*t)= 1,407.21*1.00*50 / (578.5 - 0.40*50)= 125.98 kg/cm2

    % Extreme fiber elongation - UCS-79(d)

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

    = (50*50 / 553.5)*(1 - 553.5 /)

    = 4.5167%

    The extreme fiber elongation does not exceed 5%.

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    Course #1

    ASME Section VIII Division 1, 2013 Edition Metric

    Component: CylinderMaterial specification: SA-516 70 (II-D Metric p. 22, ln. 6)Material impact test exemption temperature from Fig UCS-66M Curve B = 14.33 CUCS-66 governing thickness = 45 mm

    Internal design pressure: P = 101.24 kg/cm2@ 100 C

    Static liquid head:

    Pth = 0.13 kg/cm2 (SG = 1, Hs= 1,314.55 mm, Horizontal test

    head)

    Corrosion allowance Inner C = 3.18 mm Outer C = 0 mm

    Design MDMT = 15 C No impact test performedRated MDMT = 14.33 C Material is not normalized

    Material is not produced to Fine Grain PracticePWHT is performed

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

    Estimated weight New = 1,837.5 kg corr = 1,712.9 kgCapacity New = 1,362.71 liters corr = 1,378.98 liters

    OD = 1,157 mmLengthLc

    = 1,524 mm

    t = 45 mm

    Design thickness, (at 100 C) Appendix 1-1

    t = P*Ro/ (S*E + 0.40*P) + Corrosion= 101.24*578.5 / (1,407.21*1.00 + 0.40*101.24) + 3.18= 43.63 mm

    Maximum allowable working pressure, (at 100 C) Appendix 1-1

    P = S*E*t / (Ro- 0.40*t) - Ps= 1,407.21*1.00*41.83 / (578.5 - 0.40*41.83) - 0= 104.77 kg/cm2

    Maximum allowable pressure, (at 25 C) Appendix 1-1

    P = S*E*t / (Ro- 0.40*t)= 1,407.21*1.00*45 / (578.5 - 0.40*45)= 112.98 kg/cm2

    % Extreme fiber elongation - UCS-79(d)

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

    = (50*45 / 556)*(1 - 556 / )

    = 4.0468%

    The extreme fiber elongation does not exceed 5%.

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    Course #2

    ASME Section VIII Division 1, 2013 Edition Metric

    Component: CylinderMaterial specification: SA-516 70 (II-D Metric p. 22, ln. 6)Material impact test exemption temperature from Fig UCS-66M Curve B = 14.33 CUCS-66 governing thickness = 45 mm

    Internal design pressure: P = 101.24 kg/cm2@ 100 C

    Static liquid head:

    Pth = 0.13 kg/cm2 (SG = 1, Hs= 1,314.55 mm, Horizontal test

    head)

    Corrosion allowance Inner C = 3.18 mm Outer C = 0 mm

    Design MDMT = 15 C No impact test performedRated MDMT = 14.33 C Material is not normalized

    Material is not produced to Fine Grain PracticePWHT is performed

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

    Estimated weight New = 1,866.1 kg corr = 1,739.4 kgCapacity New = 1,362.71 liters corr = 1,378.98 liters

    OD = 1,157 mmLengthLc

    = 1,524 mm

    t = 45 mm

    Design thickness, (at 100 C) Appendix 1-1

    t = P*Ro/ (S*E + 0.40*P) + Corrosion= 101.24*578.5 / (1,407.21*1.00 + 0.40*101.24) + 3.18= 43.63 mm

    Maximum allowable working pressure, (at 100 C) Appendix 1-1

    P = S*E*t / (Ro- 0.40*t) - Ps= 1,407.21*1.00*41.83 / (578.5 - 0.40*41.83) - 0= 104.77 kg/cm2

    Maximum allowable pressure, (at 25 C) Appendix 1-1

    P = S*E*t / (Ro- 0.40*t)= 1,407.21*1.00*45 / (578.5 - 0.40*45)= 112.98 kg/cm2

    % Extreme fiber elongation - UCS-79(d)

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

    = (50*45 / 556)*(1 - 556 / )

    = 4.0468%

    The extreme fiber elongation does not exceed 5%.

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    Ellipsoidal Head Right

    ASME Section VIII Division 1, 2013 Edition Metric

    Component: Ellipsoidal HeadMaterial Specification: SA-516 70 (II-D Metric p.22, ln. 6)Straight Flangegoverns MDMT

    Internal design pressure: P = 101.24 kgf/cm2@ 100 C

    Static liquid head:

    Ps= 0 kgf/cm2(SG=1, Hs=0 mm Operating head)

    Pth= 0.13 kgf/cm2(SG=1, Hs=1314.55 mm Horizontal test head)

    Corrosion allowance: Inner C = 3.18 mm Outer C = 0 mm

    Design MDMT = 15C No impact test performedRated MDMT = 14.33C Material is not normalized

    Material is not produced to fine grain practicePWHT is performedDo not Optimize MDMT / Find MAWP

    Radiography: Category A joints - Seamless No RTHead to shell seam - Full UW-11(a) Type 1

    Estimated weight*: new = 573.8 kg corr = 537.3 kgCapacity*: new = 202.9 liters corr = 207.2 liters* includes straight flange

    Outer diameter = 1157 mmMinimum head thickness = 45 mmHead ratio D/2h = 2 (new)Head ratio D/2h = 1.9882 (corroded)Straight flange length Lsf = 50 mmNominal straight flange thickness tsf = 50 mmResults Summary

    The governing condition is internal pressure.Minimum thickness per UG-16 = 2.5 mm + 3.18 mm = 5.68 mmDesign thickness due to internal pressure (t) = 41.98mm

    Maximum allowable working pressure (MAWP) = 109.67kgf/cm

    2

    Maximum allowable pressure (MAP) = 117.7kgf/cm2

    K (Corroded)

    K=(1/6)*[2 + (D / (2*h))2]=(1/6)*[2 + (1,073.35 / (2*269.93))2]=0.992181

    K (New)

    K=(1/6)*[2 + (D / (2*h))2]=(1/6)*[2 + (1,067 / (2*266.75))2]=1

    Design thickness for internal pressure, (Corroded at 100 C) Appendix 1-4(c)

    t = P*Do*K / (2*S*E + 2*P*(K - 0.1)) + Corrosion= 101.24*1,157*0.992181 / (2*1,407.21*1 + 2*101.24*(0.992181 - 0.1)) + 3.18

    = 41.98 mm

    The head internal pressure design thickness is 41.98mm.

    Maximum allowable working pressure, (Corroded at 100 C) Appendix 1-4(c)

    P = 2*S*E*t / (K*Do- 2*t*(K - 0.1)) - Ps= 2*1,407.21*1*41.83 / (0.992181*1,157 - 2*41.83*(0.992181 - 0.1)) - 0= 109.67 kgf/cm

    2

    The maximum allowable working pressure (MAWP) is 109.67kgf/cm2.

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    Maximum allowable pressure, (New at 25 C) Appendix 1-4(c)

    P = 2*S*E*t / (K*Do- 2*t*(K - 0.1)) - Ps= 2*1,407.21*1*45 / (1*1,157 - 2*45*(1 - 0.1)) - 0= 117.7 kgf/cm

    2

    The maximum allowable pressure (MAP) is 117.7kgf/cm2.

    % Extreme fiber elongation - UCS-79(d)

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

    = (75*50 / 206.39)*(1 - 206.39 / )= 18.1695%

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    Straight Flange on Ellipsoidal Head Right

    ASME Section VIII Division 1, 2013 Edition Metric

    Component: Straight FlangeMaterial specification: SA-516 70 (II-D Metric p. 22, ln. 6)Material impact test exemption temperature from Fig UCS-66M Curve B = 14.33 CUCS-66 governing thickness = 45 mm

    Internal design pressure: P = 101.24 kg/cm2@ 100 C

    Static liquid head:

    Pth = 0.13 kg/cm2 (SG = 1, Hs= 1,309.55 mm, Horizontal test

    head)

    Corrosion allowance Inner C = 3.18 mm Outer C = 0 mm

    Design MDMT = 15 C No impact test performedRated MDMT = 14.33 C Material is not normalized

    Material is not produced to Fine Grain PracticePWHT is performed

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

    Estimated weight New = 68.1 kg corr = 64 kg

    Capacity New = 43.87 liters corr = 44.4 liters

    OD = 1,157 mmLengthLc

    = 50 mm

    t = 50 mm

    Design thickness, (at 100 C) Appendix 1-1

    t = P*Ro/ (S*E + 0.40*P) + Corrosion= 101.24*578.5 / (1,407.21*1.00 + 0.40*101.24) + 3.18= 43.63 mm

    Maximum allowable working pressure, (at 100 C) Appendix 1-1

    P = S*E*t / (Ro- 0.40*t) - Ps= 1,407.21*1.00*46.83 / (578.5 - 0.40*46.83) - 0= 117.71 kg/cm2

    Maximum allowable pressure, (at 25 C) Appendix 1-1

    P = S*E*t / (Ro- 0.40*t)= 1,407.21*1.00*50 / (578.5 - 0.40*50)= 125.98 kg/cm2

    % Extreme fiber elongation - UCS-79(d)

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

    = (50*50 / 553.5)*(1 - 553.5 /)

    = 4.5167%

    The extreme fiber elongation does not exceed 5%.

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    Inlet Nozzle (N1)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 25 mm

    Leg43= 25 mm

    hnew= 78.86 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Ellipsoidal Head RightOrientation: 0

    End of nozzle to datum line: -515 mm

    Calculated as hillside: Yes

    Distance to head center, R: 227 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 101.6 mm

    Nominal wall thickness: 28.58 mm

    Corrosion allowance: 3.18 mm

    Opening chord length: 110.88 mm

    Projection available outside vessel, Lpr: 162.77 mm

    Internal projection, hnew: 78.86 mm

    Projection available outside vessel to flange face, Lf: 213.57 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 4 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary (cm2)For P = 117.51 kg

    f/cm

    2@ 100 C

    The opening is adequately reinforced

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    46.377 61.3678 -- 26.2322 24.6975 -- 10.438 9.4 28.58

    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 weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary (cm2)For P = 125.98 kg

    f/cm

    2@ 25 C

    The opening is adequately reinforced

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    46.9646 87.2877 -- 33.9606 40.8265 -- 12.5006 6.22 28.58

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculations

    per UW-15(b)(1)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    PT. TUBAN STEEL WORK V-005 18/76

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    Gas Outlet Nozzle (N2)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 25 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 0

    Nozzle center line offset to datum line: 2,743 mm

    End of nozzle to shell center: 781.05 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 152.4 mm

    Nominal wall thickness: 41.28 mm

    Corrosion allowance: 3.18 mm

    Projection available outside vessel, Lpr: 140.57 mm

    Projection available outside vessel to flange face, Lf: 202.55 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 6 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    Water Outlet (N3)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 15 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 180

    Nozzle center line offset to datum line: 2,082.8 mm

    End of nozzle to shell center: 787.4 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 50.8 mm

    Nominal wall thickness: 26.92 mm

    Corrosion allowance: 3.18 mm

    Projection available outside vessel, Lpr: 164.45 mm

    Projection available outside vessel to flange face, Lf: 208.9 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 2 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    8.44 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 10.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    availableA1 A2 A3 A5

    A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a) 5.27 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 10.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 22/76

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    Burst Disk (N4)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 25 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #2Orientation: 0

    Nozzle center line offset to datum line: 180 mm

    End of nozzle to shell center: 730.25 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 50.8 mm

    Nominal wall thickness: 26.92 mm

    Corrosion allowance: 3.18 mm

    Projection available outside vessel, Lpr: 107.3 mm

    Projection available outside vessel to flange face, Lf: 151.75 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 2 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    8.44 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    availableA1 A2 A3 A5

    A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a) 5.27 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 24/76

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    Oil Outlet (N5)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 33.02 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 180

    Nozzle center line offset to datum line: 2,794 mm

    End of nozzle to shell center: 787.4 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 76.2 mm

    Nominal wall thickness: 25.4 mm

    Corrosion allowance: 3.18 mm

    Projection available outside vessel, Lpr: 164.45 mm

    Projection available outside vessel to flange face, Lf: 208.9 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 3 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary (cm2)For P = 101.84 kg

    f/cm

    2@ 100 C

    The opening is adequately reinforced

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    33.5879 33.5883 1.4568 21.2283 -- -- 10.9032 8.91 25.4

    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 weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 23.11 weld size is adequate

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary (cm2)For P = 112.98 kg

    f/cm

    2@ 25 C

    The opening is adequately reinforced

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    34.2899 39.0806 -- 28.1774 -- -- 10.9032 5.73 25.4

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculations

    per UW-15(b)(1)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 23.11 weld size is adequate

    PT. TUBAN STEEL WORK V-005 26/76

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    Water Level Gauge (N6A)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 18 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 90

    Nozzle center line offset to datum line: 1,778 mm

    End of nozzle to shell center: 700 mm

    Offset from center, Lo: 108 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 25.4 mm

    Nominal wall thickness: 14.22 mm

    Corrosion allowance: 3.18 mm

    Opening chord length: 32.36 mm

    Projection available outside vessel, Lpr: 92.41 mm

    Projection available outside vessel to flange face, Lf: 127.21 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 1 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAWP

    The vessel wall thickness governs the MAWP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)

    Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    PT. TUBAN STEEL WORK V-005 28/76

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    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    available A1 A2 A3 A5

    A

    welds treq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 29/76

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    Water Level Gauge (N6B)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 18 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 90

    Nozzle center line offset to datum line: 1,778 mm

    End of nozzle to shell center: 700 mm

    Offset from center, Lo: -412 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 25.4 mm

    Nominal wall thickness: 14.22 mm

    Corrosion allowance: 3.18 mm

    Opening chord length: 47.24 mm

    Projection available outside vessel, Lpr: 233.49 mm

    Projection available outside vessel to flange face, Lf: 268.28 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 1 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAWP

    The vessel wall thickness governs the MAWP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)

    Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    PT. TUBAN STEEL WORK V-005 31/76

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    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    available A1 A2 A3 A5

    A

    welds treq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 32/76

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    WAter Level Control (N7A)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 25 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 90

    Nozzle center line offset to datum line: 2,057 mm

    End of nozzle to shell center: 700 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 50.8 mm

    Nominal wall thickness: 26.92 mm

    Corrosion allowance: 3.18 mm

    Projection available outside vessel, Lpr: 79.42 mm

    Projection available outside vessel to flange face, Lf: 123.87 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 2 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    8.44 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    availableA1 A2 A3 A5

    A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a) 5.27 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 34/76

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    WAter Level Control (N7B)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 25 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 90

    Nozzle center line offset to datum line: 2,057 mm

    End of nozzle to shell center: 700 mm

    Offset from center, Lo: -356 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 50.8 mm

    Nominal wall thickness: 26.92 mm

    Corrosion allowance: 3.18 mm

    Opening chord length: 74.43 mm

    Projection available outside vessel, Lpr: 163.16 mm

    Projection available outside vessel to flange face, Lf: 207.61 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 2 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary (cm2)For P = 104.77 kg

    f/cm

    2@ 100 C

    The opening is adequately reinforced

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    15.5656 59.2321 27.4264 25.5554 -- -- 6.2503 8.44 26.92

    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 weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAWP

    The vessel wall thickness governs the MAWP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    8.44 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    PT. TUBAN STEEL WORK V-005 36/76

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    UG-37 Area Calculation Summary (cm2)For P = 112.98 kg

    f/cm

    2@ 25 C

    The opening is adequately reinforced

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    14.9418 71.9786 32.3657 33.3625 -- -- 6.2503 5.27 26.92

    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 weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    5.27 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 37/76

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    Oil Level Gauge (N8A)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 18 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 90

    Nozzle center line offset to datum line: 2,977.83 mm

    End of nozzle to shell center: 700 mm

    Offset from center, Lo: 238 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 25.4 mm

    Nominal wall thickness: 14.22 mm

    Corrosion allowance: 3.18 mm

    Opening chord length: 35.12 mm

    Projection available outside vessel, Lpr: 126.58 mm

    Projection available outside vessel to flange face, Lf: 161.38 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 1 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAWP

    The vessel wall thickness governs the MAWP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)

    Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    PT. TUBAN STEEL WORK V-005 39/76

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    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    available A1 A2 A3 A5

    A

    welds treq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 40/76

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    Oil Level Gauge (N8B)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 18 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 90

    Nozzle center line offset to datum line: 2,977.83 mm

    End of nozzle to shell center: 700 mm

    Offset from center, Lo: -282 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 25.4 mm

    Nominal wall thickness: 14.22 mm

    Corrosion allowance: 3.18 mm

    Opening chord length: 36.83 mm

    Projection available outside vessel, Lpr: 145.97 mm

    Projection available outside vessel to flange face, Lf: 180.77 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 1 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAWP

    The vessel wall thickness governs the MAWP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)

    Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    PT. TUBAN STEEL WORK V-005 42/76

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    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    available A1 A2 A3 A5

    A

    welds treq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 43/76

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    Oil Level Control (N9A)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 18 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 90

    Nozzle center line offset to datum line: 2,641 mm

    End of nozzle to shell center: 700 mm

    Offset from center, Lo: 127 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 25.4 mm

    Nominal wall thickness: 14.22 mm

    Corrosion allowance: 3.18 mm

    Opening chord length: 32.61 mm

    Projection available outside vessel, Lpr: 95.42 mm

    Projection available outside vessel to flange face, Lf: 130.22 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 1 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAWP

    The vessel wall thickness governs the MAWP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)

    Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    PT. TUBAN STEEL WORK V-005 45/76

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    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    available A1 A2 A3 A5

    A

    welds treq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 46/76

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    Oil Level Control (N9B)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 18 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 90

    Nozzle center line offset to datum line: 2,641 mm

    End of nozzle to shell center: 700 mm

    Offset from center, Lo: -228 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 25.4 mm

    Nominal wall thickness: 14.22 mm

    Corrosion allowance: 3.18 mm

    Opening chord length: 34.8 mm

    Projection available outside vessel, Lpr: 122.77 mm

    Projection available outside vessel to flange face, Lf: 157.57 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 1 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAWP

    The vessel wall thickness governs the MAWP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    6.6 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)

    Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    PT. TUBAN STEEL WORK V-005 48/76

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    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement check in the plane parallel to the longitudinal axis

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    available A1 A2 A3 A5

    A

    welds treq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    3.42 14.22

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 12.6 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 49/76

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    Pressure Relieve Valve (N10)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 33.02 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #2Orientation: 0

    Nozzle center line offset to datum line: 485.3 mm

    End of nozzle to shell center: 730 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 76.2 mm

    Nominal wall thickness: 25.4 mm

    Corrosion allowance: 3.18 mm

    Projection available outside vessel, Lpr: 107.05 mm

    Projection available outside vessel to flange face, Lf: 151.5 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 3 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary (cm2)For P = 101.84 kg

    f/cm

    2@ 100 C

    The opening is adequately reinforced

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    33.5879 33.5883 1.4568 21.2283 -- -- 10.9032 8.91 25.4

    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 weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 23.11 weld size is adequate

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary (cm2)For P = 112.98 kg

    f/cm

    2@ 25 C

    The opening is adequately reinforced

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    34.2899 39.0806 -- 28.1774 -- -- 10.9032 5.73 25.4

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculations

    per UW-15(b)(1)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 23.11 weld size is adequate

    PT. TUBAN STEEL WORK V-005 51/76

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    Themowell (N11)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 25 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 0

    Nozzle center line offset to datum line: 1,999 mm

    End of nozzle to shell center: 730.25 mm

    Passes through a Category A joint: No

    Nozzle

    Access opening: No

    Material specification: SA-105 (II-D Metric p. 18, ln. 32)

    Inside diameter, new: 50.8 mm

    Nominal wall thickness: 26.92 mm

    Corrosion allowance: 3.18 mm

    Projection available outside vessel, Lpr: 107.3 mm

    Projection available outside vessel to flange face, Lf: 151.75 mm

    Local vessel minimum thickness: 45 mm

    Liquid static head included: 0 kgf/cm2

    Longitudinal joint efficiency: 1

    ASME B16.5-2009 Flange

    Description: NPS 2 Class 900 LWN A105

    Bolt Material: SA-193 B7 Bolt

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    UG-37 Area Calculation Summary(cm2)

    For P = 104.77 kgf/cm2@ 100 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    Arequired

    Aavailable

    A1 A2 A3 A5A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a)

    8.44 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    Reinforcement Calculations for MAP

    The vessel wall thickness governs the MAP of this nozzle.

    UG-37 Area Calculation Summary(cm2)

    For P = 112.98 kgf/cm2@ 25 C

    UG-45Nozzle WallThicknessSummary

    (mm)The nozzle

    passes UG-45

    A

    required

    A

    availableA1 A2 A3 A5

    A

    weldstreq tmin

    This nozzle is exempt from areacalculations per UG-36(c)(3)(a) 5.27 26.92

    UG-41 Weld Failure Path Analysis Summary

    The nozzle is exempt from weld strength calculationsper UW-15(b)(2)

    UW-16 Weld Sizing Summary

    Weld descriptionRequired weld

    throat size (mm)Actual weld

    throat size (mm)Status

    Nozzle to shell fillet (Leg41) 6 17.5 weld size is adequate

    This opening does not require reinforcement per UG-36(c)(3)(a)

    PT. TUBAN STEEL WORK V-005 53/76

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    Pressure Gauge (N12)

    ASME Section VIII Division 1, 2013 Edition Metric

    tw(lower)= 45 mm

    Leg41= 18 mm

    Note: round inside edges per UG-76(c)

    Location and Orientation

    Located on: Course #1Orientation: 0

    Nozzle center line offset to datum line: 1,773 mm

    End of nozzle to shell center: 730.25 mm

    Passes through a Category A joint: No

    No