2. test separator v-005 rev.1
TRANSCRIPT
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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
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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.
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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.
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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.
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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
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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
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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.
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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
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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)
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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)
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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
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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.
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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)
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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.
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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)
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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
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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)
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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