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12 in NPS x 600 psig Vertical Pressure Vessel

ASME Section VIII Div. 1, 2023 Edition | Vertical pressure vessel | NPS 12 Sch 80 pipe shell, Class 300 RFWN inlet

This worked example documents the ASME Section VIII Division 1 design of a 12 in NPS vertical pressure vessel built from Schedule 80 pipe, at a design pressure of 600 psig and 200 °F. The vessel uses a B16.9 cap on top, a welded flat cover on the bottom, an NPS 4 Class 300 RFWN process inlet through the shell, and small threaded couplings for drain and vent. MAWP is 675 psig at the Class 300 flange per the B16.5 P-T table at 200 °F, and the shop hydrostatic test pressure is 878 psig.

The analysis follows the 2023 Edition of ASME Section VIII Division 1. Every code clause used in the rating is listed in section 4, and the four governing calculations (shell wall, B16.9 cap, flat cover, nozzle area replacement with UG-44 flange P-T governance) are written out with full substitutions in section 5. The teaching point of this page is that the registered MAWP of 675 psig is set by the standard-fitting flange rating, not by the pressure-boundary calc: the shell rates at 1,030 psig and the 1.5 in cover at 888 psig, both well above the 600 psig design. This page is a generic worked example, not a project record, and should not be used as the basis for a built unit.

Code
ASME VIII Div 1, 2023
Design Pressure
600 psig
Design Temperature
200 °F
Design MDMT
-20 °F
Rated MDMT
-40 °F at MAWP
MAWP
675 psig (flange)
Shell
NPS 12 Sch 80, SA-53 Gr B
Bottom Cover
1.5 in SA-516-70 N
Corrosion Allowance
0.0625 in
Joint Efficiency
1.00 (E)
Empty Weight, New
445 lb
Hydrotest
878 psig (shop)
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Calculation Walkthrough

Five sections. Each section is a collapsible block. Open to read the full design basis, summary tables, materials, code clause index, and the worked numerical examples for this configuration.

1. Design Basis and Code Compliance

Design Conditions

ParameterValueReference
Code of constructionASME Section VIII Division 1, 2023 EditionU-1, U-2
Equipment typeVertical pressure vessel
Design pressure600 psigUG-21
Design temperature200 °FUG-20(a)
Design MDMT-20 °FUG-20(b), UCS-66
Corrosion allowance0.0625 in (internal surfaces)UG-25
Joint efficiency, shell1.00 (seamless pipe per Table UW-12)UW-12
Joint efficiency, cover weld1.00 (full RT, Cat. A circumferential)UW-11, UW-12
RadiographyFull RT on Cat. A welds, surface NDE on nozzle weldsUW-11, UW-51, UW-50
ServiceNon-lethal, non-cyclicUG-22, UW-2

Loadings Considered (UG-22)

The vessel is analyzed for the loadings listed in UG-22. Governing loads for this configuration are:

  • Internal design pressure of 600 psig at 200 °F.
  • Weight of the vessel and its contents at design and at hydrostatic test.
  • Reaction of supporting lugs at the lower neck (vertical, skid-mounted orientation).
  • External piping reactions at the Class 300 RFWN process inlet (taken per the manufacturer's standard, no detailed FEA in this example).

External pressure, wind, seismic, and cyclic service are not credible for this configuration. The vessel is non-cyclic per UG-22(e) screening, so an explicit fatigue check is not required.

Toughness Basis

The Minimum Design Metal Temperature is -20 °F at the full design pressure of 600 psig. Each pressure-boundary component is qualified to the design MDMT by the methods of UCS-66 and UCS-66.1:

  • Shell, SA-53 Grade B seamless. Curve B per Table UCS-66. Required MDMT at 0.4375 in (mill-min Sch 80) is approximately +5 °F at no impact testing. With the UCS-66.1 stress-ratio reduction (ratio 0.49), rated MDMT drops to -75 °F.
  • Top cap, SA-234 Grade WPB. Curve B. Treated the same as the shell.
  • Bottom cover, SA-516 Grade 70 Normalized. Curve D per Table UCS-66. Required MDMT at 1.4375 in (corroded) is approximately -23 °F at no impact testing. With the UCS-66.1 reduction (ratio 0.82), the cover rated MDMT is -43 °F.
  • Inlet nozzle forging, SA-105. Curve B. With reasonable stress ratio, rated MDMT ≤ -50 °F.
  • Drain and vent couplings, SA-105. Curve B. Bounded by the inlet treatment.

The bottom cover governs the published rated MDMT. The vessel is rated to -40 °F at full MAWP, which is 20 °F colder than the -20 °F design MDMT requirement.

Hydrostatic Test Basis

The shop hydrostatic test follows UG-99(b). Test pressure is 1.3 times MAWP at design temperature multiplied by the lowest stress ratio across pressure-boundary components, with water at 70 °F in the vertical orientation:

P_test = 1.3 × MAWP × LSR = 1.3 × 675 × 1.00 = 878 psig

The lowest stress ratio is 1.00 because both SA-53 Grade B and SA-516 Grade 70 carry their full allowable stress at 70 °F relative to 200 °F. The Class 300 RFWN flange hydrostatic test rating per ASME B16.5 is 1.5 × 740 = 1,110 psig at room temperature, well above the 878 psig vessel test, so the flange does not constrain the test.

2. Pressure and Thickness Summary

Pressure by Component

ComponentMaterialt_req (in)t_avail (in)MAWP (psig)Clause
Cylindrical shellSA-53 Gr B0.2150.3751,030UG-27(c)(1)
Top cap, ASME B16.9SA-234 WPB0.1810.4375 minmatches pipe (1,030)UG-44, B16.9 Table 4
Bottom flat coverSA-516 Gr 70 N1.1821.4375888UG-34(c)(2)
Inlet nozzle, NPS 4 Cl 300 RFWNSA-105 forging0.058 neck0.337 neck675 (flange P-T)UG-37, UG-44, B16.5 Table 2-1.1

The Class 300 RFWN process inlet sets the vessel MAWP at 675 psig per ASME B16.5 Table 2-1.1 at 200 °F. The pressure boundary itself (shell, cap, cover) rates between 888 and 1,030 psig, all well above the 600 psig design and all above the flange limit. This is a typical case of UG-44 standard-fitting governance: the registered MAWP is capped by the standard pipe-fitting rating, not by the pressure-boundary thickness calc.

Governing Thickness, UG-16(b)

Per UG-16(b), the minimum required thickness of any pressure-retaining wall is the larger of the calculated required thickness and 0.0625 in (1/16 in). All components meet UG-16(b) with substantial margin. The shell at 0.375 in (corroded, mill-min) is 0.313 in above the UG-16(b) floor. The cover at 1.4375 in (corroded) is 1.375 in above.

Hydrostatic Test Summary

ComponentCalc Stress at 878 psig (psi)0.9 × S_y at 70 °F (psi)Status
Shell, UG-99 Note 3514,58031,500PASS
Bottom cover19,77034,200PASS

Calculated test stresses are well below the 0.9 × S_y limit of UG-99(b) Note 35 for both controlling components. The Class 300 RFWN flange test rating from ASME B16.5 paragraph 2.6 is 1,110 psig at room temperature, well above the 878 psig vessel test, so the flange does not constrain the hydrostatic test.

3. Materials and Construction

Material Schedule

ComponentSpecificationS at 200 °F (psi)UCS-66 CurveForm
ShellSA-53 Grade B, seamless17,100BNPS 12 Sch 80 pipe
Top capSA-234 Grade WPB20,000BNPS 12 ASME B16.9 cap, wall ≥ pipe nom
Bottom coverSA-516 Grade 70, normalized20,000D1.5 in plate, OD 12.75 in disc
Process inlet flange and neckSA-105 forging20,000BNPS 4 Class 300 RFWN per ASME B16.5
Drain half-couplingSA-105 forging20,000BNPS 1 Cl. 6000 per ASME B16.11
Vent half-couplingSA-105 forging20,000BNPS 0.5 Cl. 6000 per ASME B16.11
Inlet flange boltingSA-193 Gr B7 studs, SA-194 Gr 2H nuts25,000n/a8 studs x 3/4 in dia per B16.5 Table 6

Nozzle Schedule

TagFunctionSize and ClassLocationTypeWeld
N1Process inletNPS 4 Class 300 RFWN, SA-105 forgingShellSet-on, radialFull pen butt + fillet per UW-16(c)
N2DrainNPS 1 Cl. 6000 threaded half-couplingBottom coverSet-onFull pen + fillet per UW-16(f)
N3Vent / instrumentNPS 0.5 Cl. 6000 threaded half-couplingTop capSet-onFull pen + fillet per UW-16(f)

The NPS 4 Class 300 RFWN inlet is above the UG-36(c)(3) size exemption and requires the full UG-37 area-replacement calc, worked in section 5. The drain and vent couplings are below the exemption limit of 2.375 in finished diameter for a shell over 0.375 in thick, so detailed reinforcement is not required for them. The cover and cap are thick enough that the small couplings on each attach with no area concern.

Radiography

The Category A weld between the bottom cover and the shell is examined by full radiography per UW-11(a)(1), giving E = 1.00. The seamless shell pipe carries E = 1.00 in Table UW-12 without further examination. The Category C weld between the top cap and the shell is examined by full radiography (or 100% UT per UW-11(a)(7) at the manufacturer's option). The Category D nozzle attachment welds are examined by surface NDE (MT or PT) per UW-50, with 100% UT on the NPS 4 inlet attachment per the spec on this page.

Dimensional Summary

ItemValue
Shell OD12.75 in
Shell wall, nominal (Sch 80)0.500 in
Shell wall, mill-min (-12.5%)0.4375 in
Shell wall, corroded (mill-min less CA)0.375 in
Shell tangent-to-tangent length60 in
Bottom cover thickness1.5 in
Bottom cover OD12.75 in (matches shell OD)
Top cap (ASME B16.9 NPS 12 Sch 80)per B16.9 dimensional table
Process inlet flange OD10.00 in (NPS 4 Class 300 RFWN per B16.5)
Internal volume, new6,645 in³ (28.8 US gal)
Empty weight, new445 lb
Empty weight, corroded430 lb
Test weight, water-filled685 lb
4. Calculations Performed (Code Clause Index)

Every clause applied in the analysis, grouped by topic. The substitutions and results for the most-asked clauses are written out in section 5.

Wall Thickness

ClauseComponentUse
UG-16(b)AllMinimum required thickness floor of 0.0625 in
UG-23AllAllowable stress tables, S-values at design temperature
UG-25AllCorrosion allowance, 0.0625 in on internal surfaces
UG-27(c)(1)Cylindrical shellRequired thickness for internal pressure, circumferential stress
UG-32(d)Top cap2:1 ellipsoidal-head check on the B16.9 cap, used as verification against B16.9 Table 4 rating
UG-34(c)(2)Bottom coverWelded flat cover, Figure UG-34 Sketch (h), C = 0.33

Nozzle Reinforcement

ClauseUse
UG-36(c)(3)(b)Size-exemption check: NPS 4 inlet exceeds the 2.375 in finished diameter limit for a shell over 3/8 in thick, so detailed UG-37 calc is required. Drain and vent couplings remain exempt.
UG-37Area replacement procedure for the NPS 4 inlet, fully worked in section 5
UG-41Strength of reinforcement, satisfied by shell-and-nozzle wall area alone (no reinforcing pad required)
UG-43(a)Welded nozzle attachment, full penetration butt weld for the NPS 4 RFWN
UG-44Flanges and pipe fittings. The Class 300 RFWN sets the vessel MAWP per the B16.5 P-T table at design temperature. ASME B16.9 cap and B16.11 couplings also enter at this clause.
UG-45Nozzle minimum-thickness check on the inlet neck and on each coupling

Welds

ClauseUse
UW-9Design of welded joints, Category A and Category C
UW-11(a)(1)Full radiography on the Category A cover weld
Table UW-12Joint efficiency E = 1.00 for fully radiographed butt welds and seamless shell
UW-13.2Welded flat-head attachment, weld sizing for Sketch (h)
UW-15Strength of attachment welds, nozzle to shell
UW-16(c)Set-on nozzle attachment, full penetration butt weld for NPS 4 inlet
UW-16(f)Attachment-weld details for the threaded couplings (drain, vent)
UW-50Final NDE on nozzle attachment welds (MT or PT, full surface; 100% UT on the NPS 4 inlet per page spec)

Toughness

ClauseUse
UCS-66Required MDMT at the actual component thickness, Fig UCS-66 curves
UCS-66.1Stress-ratio MDMT reduction, Fig UCS-66.1
UCS-66(b)Exemption rules for fittings and standard products

Hydrostatic Test

ClauseUse
UG-99(b)Standard hydrostatic test, 1.3 × MAWP × LSR
UG-99(b) Note 35Stress at test pressure check against 0.9 × S_y
B16.5 para 2.6Hydrostatic shell test for Class 300 flange, 1,110 psig at room temp, not constraining here

Marking and Reports

ClauseUse
UG-116Nameplate marking, U stamp
UG-118Nameplate location and attachment
UG-120(c)Manufacturer's Data Report, Form U-1A
5. Worked Examples (Numerical)

Four worked examples. Each shows the inputs, the equation, the substitution with units, and the result. Example numbering is independent of the clause numbers used elsewhere on the page.

Example 1. Shell Wall Thickness, UG-27(c)(1)

Required thickness of the SA-53 Grade B cylindrical shell under 600 psig at 200 °F.

SymbolValueSource
P600 psigDesign pressure
R6.000 inInside radius, corroded: ½ × (12.75 - 2 × (0.4375 - 0.0625))
S17,100 psiSA-53 Gr B at 200 °F, ASME II-D Table 1A
E1.00Seamless pipe, Table UW-12
UG-27(c)(1): t = P R / (S E - 0.6 P) t = 600 × 6.000 / (17,100 × 1.00 - 0.6 × 600) t = 3,600 / (17,100 - 360) t = 3,600 / 16,740 t = 0.2151 in

Adding corrosion allowance gives t_total = 0.2151 + 0.0625 = 0.278 in required. Mill-minimum supplied is 0.4375 in (Sch 80), which leaves 0.375 in available after corrosion. PASS, with 0.097 in margin between t_avail and t_total.

MAWP at 0.4375 in nominal, corroded to 0.375 in: P = S E t / (R + 0.6 t) P = 17,100 × 1.00 × 0.375 / (6.000 + 0.6 × 0.375) P = 6,412.5 / (6.000 + 0.225) P = 6,412.5 / 6.225 P = 1,030 psig

Shell MAWP is 1,030 psig at the mill-minimum corroded condition. The shell is not the governing component for this vessel.

Example 2. Top Closure, ASME B16.9 NPS 12 Cap with UG-32 Verification

The top closure is an ASME B16.9 NPS 12 Schedule 80 cap, SA-234 Grade WPB. Per UG-44, ASME B16.9 fittings are accepted at the pressure rating of the matching pipe, which is 1,030 psig at this configuration.

As an independent check, the cap is verified using the UG-32(d) 2:1 ellipsoidal-head formula. The B16.9 cap geometry is closer to a 2:1 ellipsoid than a torispherical, so K = 1.00:

SymbolValueSource
P600 psigDesign pressure
D12.000 inInside diameter, corroded (12.75 - 2 × 0.375)
S20,000 psiSA-234 WPB at 200 °F
E1.00Seamless forging
K1.002:1 aspect ratio, UG-32(d)
UG-32(d): t = P D K / (2 S E - 0.2 P) t = 600 × 12.000 × 1.00 / (2 × 20,000 × 1.00 - 0.2 × 600) t = 7,200 / (40,000 - 120) t = 7,200 / 39,880 t = 0.1805 in

Adding corrosion allowance gives t_req = 0.1805 + 0.0625 = 0.243 in. The B16.9 cap minimum wall is 0.4375 in (mill-min Sch 80). PASS with 0.195 in margin. The cap is non-governing.

Example 3. Bottom Flat Cover, UG-34(c)(2) Sketch (h)

The bottom closure is a welded flat cover from 1.5 in SA-516 Grade 70 Normalized plate. Attachment is a full-penetration weld with a retainer fillet per UW-13.2, matching Figure UG-34 Sketch (h). The attachment factor C = 0.33 from Table UG-34 applies, with no credit taken for shell stiffness:

SymbolValueSource
P600 psigDesign pressure
d11.875 inDiameter at the weld (shell ID, mill-min)
S20,000 psiSA-516 Gr 70 at 200 °F
E1.00Full RT cover weld
C0.33Figure UG-34 Sketch (h)
UG-34(c)(2): t = d × √(C P / (S E)) t = 11.875 × √(0.33 × 600 / (20,000 × 1.00)) t = 11.875 × √(198 / 20,000) t = 11.875 × √(0.00990) t = 11.875 × 0.09950 t = 1.182 in

Adding corrosion allowance gives t_req = 1.182 + 0.0625 = 1.244 in. Actual thickness is 1.5 in. PASS with 0.256 in margin.

MAWP at corroded thickness 1.4375 in: P_max = S E (t / d)² / C P_max = 20,000 × 1.00 × (1.4375 / 11.875)² / 0.33 P_max = 20,000 × (0.12105)² / 0.33 P_max = 20,000 × 0.01465 / 0.33 P_max = 293.1 / 0.33 P_max = 888 psig

The bottom flat cover MAWP is 888 psig. With the shell at 1,030 psig and the cover at 888 psig, the pressure boundary itself rates above 600 psig with substantial margin. The governing component is not yet the cover, see example 4.

Example 4. Inlet Nozzle, UG-37 Area Replacement and UG-44 Flange P-T

The process inlet is a NPS 4 Class 300 RFWN forged flange, SA-105, set onto the shell with a full-penetration butt weld. Two checks govern the rating:

Check (a): Per UG-36(c)(3)(b), for a shell over 3/8 in thick the area-exemption limit is 2.375 in finished diameter. The NPS 4 inlet bore of 3.826 in (Sch 80) exceeds this limit, so the full UG-37 area-replacement calc is required.

SymbolValueSource
d3.826 inFinished opening, NPS 4 Sch 80 ID
t_r0.2151 inShell required thickness from Example 1, F = 1.0
t0.375 inShell wall, corroded mill-min
t_n0.337 inNeck wall, NPS 4 Sch 80
t_rn0.0584 inNozzle neck required thickness, P R_n / (S_n E_n - 0.6 P)
F1.00Radial opening in cylindrical shell, Fig UG-37
f_r11.00S_n / S_v capped at 1.0 (S_n = 20,000, S_v = 17,100)
UG-37 area required: A = d × t_r × F + 2 × t_n × t_r × F × (1 - f_r1) A = 3.826 × 0.2151 × 1.00 + 2 × 0.337 × 0.2151 × 1.00 × (1 - 1.00) A = 0.8230 + 0 A = 0.823 in²
Area available in shell (A1), larger of: A1a = d × (E1 t - F t_r) = 3.826 × (1.00 × 0.375 - 1.00 × 0.2151) = 3.826 × 0.1599 = 0.612 in² A1b = 2 × (t + t_n) × (E1 t - F t_r) = 2 × (0.375 + 0.337) × 0.1599 = 0.228 in² A1 = max(A1a, A1b) = 0.612 in²
Area available in nozzle wall (A2), smaller of: A2a = 5 × t × (t_n - t_rn) × f_r1 = 5 × 0.375 × (0.337 - 0.0584) × 1.00 = 0.522 in² A2b = 5 × t_n × (t_n - t_rn) × f_r1 = 5 × 0.337 × 0.2786 × 1.00 = 0.469 in² A2 = min(A2a, A2b) = 0.469 in²

Total area available (A1 + A2) = 0.612 + 0.469 = 1.081 in². Required is 0.823 in². PASS with 31 percent margin. No reinforcing pad required.

Check (b): Per UG-44 and ASME B16.5 Table 2-1.1, the Class 300 RFWN flange in Group 1.1 material has a pressure-temperature rating of 740 psig at 100 °F and 675 psig at 200 °F. The flange P-T rating at design temperature caps the registered MAWP at:

MAWP_flange = 675 psig at 200 °F (B16.5 Class 300, Group 1.1)

This is the lowest MAWP in the vessel: shell 1,030 psig, cover 888 psig, flange 675 psig. The flange governs. The vessel is registered at MAWP = 675 psig and stamped accordingly. A higher MAWP would require either a Class 600 flange or a lower design temperature.

About this example

12 in NPS vertical vessels at 600 psig design pressure are common in upstream gas processing as compact knock-out drums, scrubber pots, sample vessels, and small filter housings on skid-mounted production trains. Building from Sch 80 pipe avoids rolling plate while keeping pressure-boundary cost low. The teaching value of this example is the demonstration of flange-limited MAWP: the shell and cover both rate well above the 600 psig design, but the Class 300 RFWN inlet caps the registered MAWP at 675 psig per the B16.5 P-T table at 200 °F. Moving to Class 600 flanges raises the cap to 1,350 psig at 200 °F and the cover becomes the next governing component.

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Cyclogen5D · ASME Section VIII Div. 1 design, FEA, and CFD for separation and pressure equipment. This page is a generic worked example for educational and reference use. Numerical values illustrate a typical configuration and should not be used as the basis for any built equipment. Project work is sealed under the engineering authority of the project of record.