Cyclogen5D Home / Library / 4 in NPS x 720 psig Low-Temp Vertical Vessel Contact

4 in NPS x 720 psig Low-Temp Vertical Vessel

ASME Section VIII Div. 1, 2023 Edition | Vertical pressure vessel, sour-adjacent | NPS 4 Sch 160 SA-333 Gr 6 shell, SA-350 LF2 Cl 1 forged flat covers, -50 F MDMT

This worked example documents the ASME Section VIII Division 1 design of a 4 in NPS Sch 160 vertical pressure vessel for sour-adjacent low-temperature service at 720 psig and 100 °F, with a design MDMT of -50 °F. The vessel uses a SA-333 Grade 6 seamless pipe shell with SA-350 LF2 Class 1 forged flat covers welded at both ends per UG-34 Sketch (h). Three NPS 1 Class 6000 threaded couplings handle process inlet, drain, and vent / instrument duty. MAWP is 1,280 psig at the covers, and the shop hydrostatic test pressure is 1,664 psig.

The teaching point is the low-temperature toughness walkthrough. SA-333 Gr 6 and SA-350 LF2 Cl 1 are both impact-tested to -50 °F by their material specifications, so the shell and the covers qualify to the design MDMT without any additional impact testing per UCS-66(g). The SA-105 nozzle couplings are not impact-tested by spec, and two parallel exemption pathways are demonstrated for them in section 5 example 3: the UCS-66(b)(3) standard-part exemption (the shortcut) and the UCS-66.1 stress-ratio MDMT reduction (the rigorous walkthrough, with the stress ratio of 0.138 earning the full 140 °F MDMT credit). The page also covers NACE MR0175 sour-service hardness compliance. This is a generic worked example, not a project record.

Code
ASME VIII Div 1, 2023
Design Pressure
720 psig
Design Temperature
100 °F
Design MDMT
-50 °F
Rated MDMT
-50 °F at MAWP
MAWP
1,280 psig
Shell
NPS 4 Sch 160, SA-333 Gr 6
Covers (top + bottom)
0.500 in SA-350 LF2 Cl 1
Corrosion Allowance
0.000 in
Sour Service
NACE MR0175 compliant
Empty Weight, New
12 lb
Hydrotest
1,664 psig (shop)
Discuss a Similar Project More Worked Examples

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, low-temperature service
Design pressure720 psigUG-21
Design temperature100 °FUG-20(a)
Design MDMT-50 °FUG-20(b), UCS-66, UG-84
Corrosion allowance0.000 in (clean low-temperature service, no internal corrosion expected)UG-25
Joint efficiency, shell1.00 (seamless pipe per Table UW-12)UW-12
Joint efficiency, cover welds1.00 (full RT, Cat. A circumferential)UW-11(a)(1), UW-12
RadiographyFull RT on both Cat. A cover-to-shell circumferential welds, surface NDE on nozzle attachmentsUW-11, UW-50
ServiceNon-lethal, non-cyclic. Sour-adjacent (NACE MR0175 hardness compliance, see materials section)UG-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 720 psig at 100 °F, with simultaneous excursion to the design MDMT of -50 °F at full pressure.
  • Weight of the vessel and its contents at design and at hydrostatic test. The vessel is small (12 lb empty, 21 lb water-filled), so weight loads are negligible.
  • Bolted skid mounting via two welded brackets on the lower cover. Wind, seismic, and external pressure are screened out.

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 -50 °F at the full design pressure of 720 psig. Each pressure-boundary component is qualified to the design MDMT by one of three pathways under UCS-66, UCS-66(b), UCS-66(g), and UCS-66.1:

  • Shell, SA-333 Grade 6 seamless. The SA-333 Gr 6 spec includes mandatory Charpy V-notch impact tests at -50 °F. Per UCS-66(g), materials that meet impact tests at the design MDMT by their material spec are qualified without additional testing. Shell PASS at -50 °F by spec.
  • Top and bottom covers, SA-350 Grade LF2 Class 1 forged. The SA-350 LF2 Cl 1 spec also includes mandatory Charpy V-notch impact tests at -50 °F. Covers PASS at -50 °F by spec.
  • Nozzle couplings, SA-105. SA-105 is not impact-tested by spec. The couplings are UG-44 standard pressure parts (ASME B16.11 NPS 1 Class 6000), which puts them under the UCS-66(b)(3) exemption for standard parts. As a rigorous secondary check, the UCS-66.1 stress-ratio reduction is applied: the couplings see a hoop stress of 2,767 psi against a 20,000 psi allowable, giving a stress ratio of 0.138. From Fig UCS-66.1 the full 140 °F MDMT reduction credit applies, which lands the coupling-rated MDMT below -135 °F. The couplings PASS at -50 °F by either pathway; the worked walkthrough is in section 5 example 3.

The published rated MDMT is -50 °F at full MAWP. The vessel could be published colder still (the cover and shell are exposed at -50 °F by spec, and the couplings are exposed below -135 °F by UCS-66.1 credit), but -50 °F matches typical sour-adjacent and low-ambient field requirements and is the conservative published rating.

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 × 1,280 × 1.00 = 1,664 psig

SA-333 Gr 6, SA-350 LF2 Cl 1, and SA-105 all carry their full allowable stress at the 70 °F test temperature relative to the 100 °F design temperature (no derating in this range), so the LSR is 1.00. The hydrotest is performed with the vessel in the vertical as-shipped orientation, water at 70 °F, vented at the top during fill.

Sour-Adjacent Service (NACE MR0175)

The vessel is qualified for sour-adjacent service per NACE MR0175 / ISO 15156. All wetted carbon-steel components are ordered to MR0175 supplementary requirements:

  • SA-333 Gr 6 shell: maximum hardness 22 HRC (or 237 HBW), normalized condition, supplementary S-tempering not required at this thickness.
  • SA-350 LF2 Cl 1 forged covers: maximum hardness 22 HRC, normalized and tempered per the LF2 spec.
  • SA-105 couplings: standard B16.11 forgings, hardness verified at material receipt against the 22 HRC limit.
  • Weld procedures qualified to give HAZ hardness ≤ 250 HV10. Post-weld heat treatment is not required at the cover-to-shell weld thickness (0.531 in) per UCS-56 Table UCS-56-1 exemption for SA-333 Gr 6 at less than 1.50 in thickness.
2. Pressure and Thickness Summary

Pressure by Component

ComponentMaterialt_req (in)t_avail (in)MAWP (psig)Clause
Cylindrical shellSA-333 Gr 60.0660.4654,500UG-27(c)(1)
Top forged flat coverSA-350 LF2 Cl 10.3750.5001,280UG-34(c)(2) Sketch (h)
Bottom forged flat coverSA-350 LF2 Cl 10.3750.5001,280UG-34(c)(2) Sketch (h)
NPS 1 Cl 6000 threaded couplings (3)SA-105exempt0.250 bodymatches shellUG-44, UG-36(c)(3)(a), B16.11

The forged flat covers govern the vessel MAWP at 1,280 psig at 100 °F. The shell carries the design pressure with a margin of seven to one between t_avail and t_req, and the couplings are exempt per UG-36(c)(3)(a) on the basis of opening size (NPS 1 bore at 1.049 in is well below the 3.5 in exemption limit for a 0.465 in corroded shell wall).

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). The shell at 0.465 in (mill-min) is 0.402 in above the UG-16(b) floor; the covers at 0.500 in are 0.438 in above.

Hydrostatic Test Summary

ComponentCalc Stress at 1,664 psig (psi)0.9 × S_y at 70 °F (psi)Status
Shell, UG-99 Note 356,38631,500 (SA-333 Gr 6, S_y = 35,000)PASS
Top and bottom covers26,01532,400 (SA-350 LF2 Cl 1, S_y = 36,000)PASS

Calculated test stresses are below the 0.9 × S_y limit of UG-99(b) Note 35 for both controlling components. No bolt or gasket check is required (no bolted joints in this configuration). The couplings carry the same test pressure with very large margin to their B16.11 6,000 psi rating.

3. Materials and Construction

Material Schedule

ComponentSpecificationS at 100 °F (psi)UCS-66 CurveForm
ShellSA-333 Grade 6, seamless, normalized, NACE MR0175 supplementary requirements20,000B (qualified to -50 °F by spec impact test)NPS 4 Sch 160 pipe
Top and bottom covers (2 ea)SA-350 Grade LF2 Class 1 forged, NACE MR0175 supplementary requirements20,000B (qualified to -50 °F by spec impact test)0.500 in plate forged from bar stock, OD 4.5 in (matches shell OD)
Nozzle couplings (3 ea)SA-105 forging, NACE MR0175 hardness verified20,000BNPS 1 Class 6000 threaded coupling per ASME B16.11
Skid mounting bracketsSA-516 Grade 70 platen/an/aTwo welded brackets on the lower cover, non-pressure-boundary

Nozzle Schedule

TagFunctionSize and ClassLocationTypeWeld
N1Process inletNPS 1 Cl 6000 threaded half-coupling, SA-105Top coverSet-on, centeredFull pen + fillet per UW-16(f)
N2DrainNPS 1 Cl 6000 threaded half-coupling, SA-105Bottom coverSet-on, centeredFull pen + fillet per UW-16(f)
N3Vent / instrument tapNPS 1 Cl 6000 threaded half-coupling, SA-105ShellSet-on, radialFull pen + fillet per UW-16(f)

All three openings are below the size limit of UG-36(c)(3)(a) (3.5 in finished diameter for a shell of 0.465 in corroded wall) and are exempt from detailed UG-37 reinforcement calculation. The verification calculation in section 5 example 5 confirms the area exemption with very large margin.

Radiography

Both Category A cover-to-shell circumferential welds are examined by full radiography per UW-11(a)(1), giving E = 1.00. The seamless shell carries E = 1.00 in Table UW-12 without further examination (no long seam). Nozzle attachment welds are examined by surface NDE (MT or PT) per UW-50. NACE MR0175 hardness checks are performed on the cover-to-shell weld HAZ at material receipt and after welding.

Dimensional Summary

ItemValue
Shell OD4.500 in (NPS 4)
Shell wall, nominal (Sch 160)0.531 in
Shell wall, mill-min (-12.5%)0.465 in
Shell wall, corroded (no CA)0.465 in
Shell tangent-to-tangent length24 in
Shell ID, nominal3.438 in
Cover thickness (each)0.500 in
Cover OD4.500 in (matches shell OD)
Internal volume, new223 in³ (0.96 US gal)
Empty weight, new (shell + covers + couplings + brackets)12 lb
Empty weight, after long-term service (no CA)12 lb
Test weight, water-filled21 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, 0.000 in for this low-temperature clean service
UG-27(c)(1)Cylindrical shellRequired thickness for internal pressure, circumferential stress
UG-32(d)n/aNot used (no formed heads on this configuration)
UG-34(c)(2)Top and bottom coversWelded flat cover, Figure UG-34 Sketch (h), C = 0.33, d = nominal shell ID per the corpus convention

Nozzle Reinforcement and Standard Fittings

ClauseUse
UG-36(c)(3)(a)Exempts the NPS 1 process, drain, and instrument openings on a 0.465 in shell from detailed UG-37 reinforcement calculation (largest opening, NPS 1 at 1.049 in, is well below the 3.5 in limit)
UG-37Area replacement procedure, run as a verification in section 5 example 5
UG-43(a)Threaded openings, half-couplings permitted
UG-44Flanges and pipe fittings, ASME B16.11 Class 6000 forged couplings accepted at the standard rating
UG-45Nozzle minimum-thickness check on each coupling neck (Cl 6000 body wall 0.250 in exceeds the UG-45 floor by 4 times)

Welds

ClauseUse
UW-9Design of welded joints, Category A cover-to-shell circumferential
UW-11(a)(1)Full radiography on both Category A cover welds
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-16Minimum requirements for nozzle attachment welds, including the full-penetration plus fillet detail per UW-16(f)
UW-50Final NDE on nozzle attachment welds (MT or PT, full surface)

Low-Temperature Toughness

ClauseUse
UG-20(f)Material-spec-tested exemption, gives a default MDMT for certain pre-tested materials
UG-84Impact testing requirements and exemptions, references UCS-66 and UCS-66.1 for carbon-steel parts
UCS-66Required MDMT at the actual component thickness, Fig UCS-66 curves
UCS-66(b)(3)Exemption for UG-44 standard pressure parts (NPS 1 Cl 6000 couplings qualify)
UCS-66(g)Material qualified by impact test in the material spec (SA-333 Gr 6 at -50 F and SA-350 LF2 Cl 1 at -50 F both qualify by their own specs)
UCS-66.1Stress-ratio MDMT reduction, Fig UCS-66.1. Applied to the SA-105 couplings as the rigorous secondary check, gives full 140 F credit at the calculated stress ratio of 0.138.

Sour-Service Materials (NACE)

ReferenceUse
NACE MR0175 / ISO 15156Material selection and hardness limits for sour service, all wetted carbon-steel components ordered to MR0175 supplementary requirements (22 HRC maximum)
NACE MR0175 weld procedureHAZ hardness limit 250 HV10, verified by procedure qualification and production weld coupons
UCS-56 Table UCS-56-1Post-weld heat treatment exemption for SA-333 Gr 6 at less than 1.50 in cover-weld thickness, no PWHT required at this configuration

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

Marking and Reports

ClauseUse
UG-116Nameplate marking, U stamp, MDMT and corroded MAWP marked
UG-118Nameplate location and attachment
UG-120(c)Manufacturer's Data Report, Form U-1A. NACE MR0175 supplementary requirements noted on the data report.
5. Worked Examples (Numerical)

Five worked examples. Each shows the inputs, the equation, the substitution with units, and the result. The UCS-66.1 stress credit walkthrough in example 3 is the central teaching point of this page.

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

Required thickness of the SA-333 Grade 6 seamless cylindrical shell under 720 psig at 100 °F.

SymbolValueSource
P720 psigDesign pressure
R1.785 inInside radius, corroded: ½ × (4.500 - 2 × 0.465)
S20,000 psiSA-333 Gr 6 at 100 °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 = 720 × 1.785 / (20,000 × 1.00 - 0.6 × 720) t = 1,285.2 / (20,000 - 432) t = 1,285.2 / 19,568 t = 0.0657 in

Required thickness with no corrosion allowance is 0.066 in. Mill-minimum supplied is 0.465 in, which is 0.399 in above the requirement. PASS with a margin of seven to one. The shell is not the governing component.

Shell MAWP at mill-minimum thickness 0.465 in: P_max = S E t / (R + 0.6 t) P_max = 20,000 × 1.00 × 0.465 / (1.785 + 0.6 × 0.465) P_max = 9,300 / (1.785 + 0.279) P_max = 9,300 / 2.064 P_max = 4,506 psig

Shell MAWP is 4,506 psig, six times the design pressure.

Example 2. Forged Flat Cover Thickness, UG-34(c)(2) Sketch (h)

Both ends use a forged flat cover from 0.500 in SA-350 LF2 Class 1 bar stock. The 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. The cover diameter `d` used in the UG-34 formula is the nominal shell inside diameter (this is the convention held across the corpus, see the narrative note at the end of this example).

SymbolValueSource
P720 psigDesign pressure
d3.438 inNominal shell ID at the weld (NPS 4 Sch 160 nominal ID, OD - 2 t_nom)
S20,000 psiSA-350 LF2 Cl 1 at 100 °F
E1.00Full RT cover weld
C0.33Figure UG-34 Sketch (h)
UG-34(c)(2): t = d × √(C P / (S E)) t = 3.438 × √(0.33 × 720 / (20,000 × 1.00)) t = 3.438 × √(237.6 / 20,000) t = 3.438 × √(0.01188) t = 3.438 × 0.1090 t = 0.375 in

Required thickness with no corrosion allowance is 0.375 in. Actual cover thickness is 0.500 in. PASS with 0.125 in margin.

Cover MAWP at 0.500 in (no CA): P_max = S E (t / d)² / C P_max = 20,000 × 1.00 × (0.500 / 3.438)² / 0.33 P_max = 20,000 × (0.14544)² / 0.33 P_max = 20,000 × 0.02115 / 0.33 P_max = 423.1 / 0.33 P_max = 1,282 psig

The forged flat covers set the vessel MAWP at 1,280 psig (rounded), 1.78 times the design pressure. A thicker cover or a hub-flange bolted closure would raise this number; for a small forged low-temperature vessel the 0.500 in welded cover is the standard build and the margin above design is healthy.

Note on `d` convention: ASME Section VIII Division 1 does not explicitly state whether the cover diameter `d` in UG-34(c)(2) Sketch (h) is the nominal or the corroded inside diameter, and practitioners interpret it both ways. This corpus uses `d` = nominal shell ID. Using the corroded ID (in this case 3.438 in, the same value because the corrosion allowance is zero) would give the same result here. On vessels with non-zero corrosion allowance, the corroded-ID interpretation would lower the cover MAWP by 5 to 10 percent.

Example 3. UCS-66.1 Stress-Ratio MDMT Reduction for the SA-105 Nozzle Couplings

The shell and the flat covers are both qualified to -50 °F by their material specifications (SA-333 Gr 6 includes a mandatory Charpy V-notch test at -50 °F, and SA-350 LF2 Cl 1 likewise). The SA-105 couplings are NOT impact-tested by their spec. Two exemption pathways are available for the couplings, demonstrated below.

Pathway A. UCS-66(b)(3) Standard-Part Exemption

Per UCS-66(b)(3), UG-44 standard pressure parts are exempt from impact testing without further analysis when:

  • The part is built to a recognized standard (ASME B16.11 for these threaded couplings).
  • The part's standard rating is at or above the vessel design pressure (NPS 1 Cl 6000 = 6,000 psi standard rating, well above the 720 psig design).
  • The service is not lethal (confirmed in the design basis).

All three conditions are met, so the couplings are exempt from impact testing under the standard-part rule. PASS by UCS-66(b)(3). This is the shortcut and is sufficient for the certifying engineer.

Pathway B. UCS-66.1 Stress-Ratio Walkthrough (Rigorous)

Independent of the standard-part exemption, the UCS-66.1 stress-ratio reduction is computed as a secondary check. The required MDMT at the coupling body thickness without credit is found first, then the stress ratio is computed, then the credit reduction is applied.

SymbolValueSource
ComponentNPS 1 Cl 6000 SA-105 coupling on shell
Governing thickness0.465 inShell wall at the opening (the coupling is a small set-on, the controlling thickness for UCS-66 lookup is the shell at the attachment)
UCS-66 curveBSA-105 forging
Required MDMT at 0.465 in, Curve B, no credit+8 °FFig UCS-66
Design MDMT requirement-50 °FSpec tile
MDMT gap to bridge with UCS-66.1 credit58 °F+8 - (-50)
Stress in the shell at the coupling opening (governing UCS-66.1 stress): σ_actual = P × R / t σ_actual = 720 × 1.785 / 0.465 σ_actual = 2,766 psi
UCS-66.1 stress ratio: ratio = σ_actual / (S × E) ratio = 2,766 / (20,000 × 1.00) ratio = 0.138

From Figure UCS-66.1, a stress ratio of 0.138 gives the maximum allowable MDMT reduction. The figure caps at a 140 °F reduction for any stress ratio below approximately 0.35. So the rated MDMT for the coupling material is:

Rated MDMT, coupling with UCS-66.1 credit: MDMT_rated = MDMT_required - T_R credit MDMT_rated = +8 °F - 140 °F MDMT_rated = -132 °F

The coupling-rated MDMT with UCS-66.1 credit is -132 °F, which is 82 °F colder than the -50 °F design requirement. PASS with very large margin under either Pathway A or Pathway B. The vessel publishes -50 °F as its rated MDMT.

Example 4. Hydrostatic Test, UG-99(b) Note 35

The shop hydrostatic test pressure is computed per UG-99(b), and the resulting stress in each pressure-boundary component is checked against the 0.9 × S_y limit of Note 35.

P_test = 1.3 × MAWP × LSR P_test = 1.3 × 1,280 × 1.00 P_test = 1,664 psig
ComponentStress at test (psi)S_y at 70 °F (psi)0.9 × S_y (psi)Status
Shell, hoop stress at 1,664 psig1,664 × 1.785 / 0.465 = 6,38635,000 (SA-333 Gr 6)31,500PASS
Cover, bending stress at 1,664 psig1,664 × (3.438 / 0.500)² × 0.33 = 26,01536,000 (SA-350 LF2 Cl 1)32,400PASS

Both the shell and the covers carry the test pressure with margin to the 0.9 × S_y limit. PASS.

Example 5. Nozzle Reinforcement Exemption, UG-36(c)(3)(a)

All three openings (NPS 1 process inlet on top cover, NPS 1 drain on bottom cover, NPS 1 vent / instrument on shell side) use NPS 1 Class 6000 threaded half-couplings, SA-105 forgings. The finished diameter of each opening is 1.049 in (NPS 1 ID).

CheckLimitActualStatus
Finished diameter limit, UG-36(c)(3)(a) for a shell of 0.465 in corroded wall3.500 in1.049 inPASS, exempt
Cover thickness vs UG-36(c)(3)(a) for a flat covercover ≥ 2 × opening diameter limit (not invoked, exemption applied via the shell-wall rule)0.500 in cover, 1.049 in openingPASS

All openings qualify under UG-36(c)(3)(a). A formal UG-37 area replacement calculation is not required by code. As a quick verification: A_required for the largest opening (NPS 1 on shell, d = 1.049 in) is 1.049 × 0.066 × 1.00 = 0.069 in², and the area available in the shell A1 = 1.049 × (0.465 - 0.066) = 0.418 in², six times the requirement. PASS.

About this example

4 in NPS x 720 psig vertical vessels for low-temperature sour-adjacent service are common in upstream oil and gas as wellhead sample cylinders, instrument-tap pots, condensate knockouts on cold gas lines, and small forged accumulator pots in fuel-gas conditioning. The configuration uses a thick-walled Sch 160 seamless pipe shell with forged flat covers welded both ends, no formed heads, and standard B16.11 threaded couplings. The teaching value of the example is the UCS-66.1 stress-credit walkthrough on the SA-105 couplings, which shows how a small high-pressure vessel can be qualified to -50 °F MDMT without ordering impact-tested coupling forgings.

Related worked examples

Start a Project with Cyclogen5D Engineering Tools
Cyclogen5D · Calgary, Canada · 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.