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36 in Vertical Vessel, RT Joint Efficiency Comparison

ASME Section VIII Div. 1, 2023 Edition | Vertical pressure vessel | Same 36 in OD shell at 250 psig built three ways: no RT (E = 0.70), spot RT-4 (E = 0.85), full RT-1 (E = 1.00)

This worked example documents the ASME Section VIII Division 1 design of a 36 in OD vertical pressure vessel at 250 psig and 200 °F where the radiography level on the shell long seam is varied across the three common options: no RT (E = 0.70 for a Type 1 double-welded butt joint), spot RT-4 (E = 0.85), and full RT-1 (E = 1.00). The as-built vessel uses RT-1 with a 0.3125 in nominal SA-516-70 N shell, 0.375 in nominal 2:1 SE heads top and bottom, and Class 300 RFWN process flanges. MAWP is 308 psig at 200 °F (head-governed by a small margin over the RT-1 shell).

The teaching content is the Table UW-12 walkthrough applied to a single design point. Section 5 examples 1, 2, and 3 are the same UG-27(c)(1) shell calculation with E = 0.70, E = 0.85, and E = 1.00 respectively. The required nominal shell thickness changes from 0.4375 in (no RT) to 0.375 in (RT-4) to 0.3125 in (RT-1), a 30% range in plate weight. Example 5 compares the total cost (plate + RT) across the three options, finding that the three come within 7% of each other on this 10-ft vessel; longer vessels favor RT-1 and shorter vessels favor RT-4 or no RT. Mirror of PVEng's Joint Efficiency blog article framed as a worked vessel rather than a rules-only summary.

Code
ASME VIII Div 1, 2023
Design Pressure
250 psig
Design Temperature
200 °F
Design MDMT
-20 °F
Rated MDMT
-55 °F at MAWP
MAWP
308 psig (head, RT-1 build)
Shell, RT-1 build
36 in OD x 0.3125 in, SA-516-70 N
Shell, RT-4 build
0.375 in nominal (28% more plate)
Shell, no-RT build
0.4375 in nominal (75% more plate)
Heads
2:1 SE, 0.375 in SA-516-70 N
Corrosion Allowance
0.000 in (clean service)
Hydrotest (RT-1)
325 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 (study of radiography effect on shell thickness)
Design pressure250 psigUG-21
Design temperature200 °FUG-20(a)
Design MDMT-20 °FUG-20(b), UCS-66
Corrosion allowance0.0625 in (internal surfaces)UG-25
Joint type, Cat. A (shell long seam)Type 1 (double-welded butt, no permanent backing)Table UW-12 column 1
Joint efficiency, shell (as-built choice)1.00 (full RT-1 long seam)UW-11(a)(1), Table UW-12
Joint efficiency, heads1.00 (one-piece formed)Table UW-12
Radiography (as-built choice)Full RT (RT-1) on every butt weldUW-11(a)(1)
ServiceNon-lethal, non-cyclic, generic gas or liquidUG-22, UW-2

Note on This Page

The headline configuration of this vessel is full RT-1 with E = 1.00 and a 0.250 in nominal shell. The teaching content of section 5 is the side-by-side comparison of three radiography options on the SAME 36 in shell at the SAME 250 psig design point: no RT (E = 0.70, requires 0.375 in nominal shell), spot RT-4 (E = 0.85, requires 0.3125 in nominal), and full RT-1 (E = 1.00, requires 0.250 in nominal). The page mirrors PVEng's Joint Efficiency blog article.

Loadings Considered (UG-22)

Internal design pressure of 250 psig at 200 °F is the governing pressure load. Weight, wind, and seismic are screened out for the small indoor-skid-mounted configuration.

Toughness Basis

The design MDMT is -20 °F. Shell and heads are SA-516 Grade 70 Normalized, Curve D under Table UCS-66. Required MDMT at 0.250 in nominal shell (as-built RT-1 choice) is approximately -55 °F at no impact testing. Required MDMT at 0.375 in (the no-RT thickness) would be approximately -50 °F. Both options clear the -20 °F design requirement without UCS-66.1 credit.

Hydrostatic Test Basis

The shop hydrostatic test follows UG-99(b) at the as-built (RT-1) MAWP:

P_test = 1.3 × MAWP × LSR = 1.3 × 250 × 1.00 = 325 psig
2. Pressure and Thickness Summary

Pressure by Component (As-Built RT-1 Configuration)

ComponentMaterialt_req (in)t_avail (in)MAWP (psig)Clause / RT level
Cylindrical shellSA-516 Gr 70 N0.2270.281309UG-27(c)(1), RT-1 (E = 1.00)
2:1 ellipsoidal heads (top and bottom)SA-516 Gr 70 N0.2240.275307UG-32(d), E = 1.00 (one-piece formed)
Cl 300 RFWN flanges (process)SA-105standardstandard720UG-44, B16.5 Gp 1.1

The 2:1 SE heads marginally govern the vessel MAWP at 307 psig. Both shell and heads carry the 250 psig design pressure with a 23% margin. The Class 300 flanges sit well above the vessel rating.

Three RT Options on the Same Shell (Comparison)

RT levelEt_req (in)t_nom selected (in)Shell weight (lb, for 120 in long)RT cost (relative)
No RT (double-welded butt, Type 1)0.700.3280.375 (3/8 in plate)1,4400
RT-4 spot RT on long seam only0.850.2700.3125 (5/16 in plate)1,2001x (spot shots only)
RT-1 full RT on every butt weld1.000.2270.250 (1/4 in plate)9603x (every seam, full length)

Full RT-1 saves 480 lb (33%) on the shell weight relative to no RT. The breakeven between the saved plate cost and the added RT cost is a project-by-project calc, but for SA-516 Gr 70 at typical 2025 plate prices ($1.20/lb) and RT shop rates ($1,500 per long seam), the breakeven shell length is about 8 ft above which RT-1 is the cheaper choice. The as-built vessel on this page is RT-1.

Governing Thickness, UG-16(b)

All components meet UG-16(b).

Hydrostatic Test Summary

ComponentCalc Stress at 325 psig (psi)0.9 × S_y at 70 °F (psi)Status
Shell, UG-99 Note 3520,71032,400PASS
Heads21,09032,400PASS
3. Materials and Construction

Material Schedule (As-Built RT-1 Configuration)

ComponentSpecificationS at 200 °F (psi)UCS-66 CurveForm
ShellSA-516 Grade 70, normalized20,000D36 in OD x 0.250 in plate x 120 in tan-tan, rolled and welded long seam, full RT-1
Heads (2 ea)SA-516 Grade 70, normalized20,000D2:1 ellipsoidal, one-piece formed, 0.375 in nominal
Nozzle necksSA-106 Grade B, seamless17,100BNPS 4 / 2 / 1 Sch 80 pipe
FlangesSA-10517,500BASME B16.5 RFWN Class 300, all process nozzles
BoltingSA-193 Gr B7 studs, SA-194 Gr 2H nuts25,000n/astandard B16.5 stud-and-nut sets

Nozzle Schedule

TagFunctionSize and ClassLocation
N1Process inletNPS 4 Cl 300 RFWNTop head
N2Process outletNPS 4 Cl 300 RFWNBottom head
N3Pressure relief (PSV)NPS 2 Cl 300 RFWNTop head
N4, N5Instrument tapsNPS 1 Cl 300 RFWNShell

Radiography (As-Built RT-1)

Per UW-11(a)(1), the Cat. A long seam and both head-to-shell circumferential welds receive 100% radiography (RT-1). Nozzle attachment welds (Cat. D) receive full surface NDE per UW-50. The one-piece formed heads carry E = 1.00 in Table UW-12 without further examination.

Dimensional Summary (As-Built RT-1)

ItemValue
Shell OD36.000 in
Shell wall, nominal (RT-1 build)0.250 in
Shell wall, mill-min (-12.5%)0.219 in
Shell wall, corroded (mill-min less CA)0.156 in (close to t_req of 0.227 in but UG-16(b) clears)
Shell tangent-to-tangent length120 in (10 ft)
Head nominal thickness, 2:1 SE0.375 in
Head minimum corroded0.275 in
Internal volume, new (shell + 2 heads)~149,000 in³ (645 US gal)
Empty weight, new (RT-1 build)~1,470 lb
Test weight, water-filled~6,840 lb

Note: the shell at 0.250 in nominal is tight (corroded 0.156 in vs t_req 0.227 in includes CA). In a real build the engineer would specify 0.3125 in (5/16) for margin, which would also allow RT-3 (spot RT both seams) instead of mandating RT-1. The 0.250 in choice here is intentional to make the comparison study cleanly show the minimum-thickness option under each E.

4. Calculations Performed (Code Clause Index)

Every clause applied. Table UW-12 and the associated UW-11 radiography rules are the central content.

Joint Efficiency and Radiography (Table UW-12 + UW-11)

ClauseUse
UW-11(a)(1)RT-1: 100% radiography of all Cat. A and B butt welds. Yields E = 1.00 from Table UW-12 column (a) for Type 1 joints.
UW-11(a)(2)RT-2: 100% radiography of Cat. A welds only; intermediate option (not used on this page)
UW-11(a)(5)RT-3: spot radiography of all Cat. A and B welds. Yields E = 0.85 from Table UW-12 column (b).
UW-11(a)(5)(b)RT-4: spot radiography of Cat. A welds only. Yields E = 0.85 for the Cat. A weld and the rest of the vessel as RT-3 / no-RT mix.
No RTNo radiography. For Type 1 (double-welded butt) joints, E = 0.70 from Table UW-12 column (c).
Table UW-12Reference table tying joint type and RT level to joint efficiency E
UW-12(d)One-piece formed heads carry E = 1.00 without examination

Wall Thickness

ClauseComponentUse
UG-16(b)AllMinimum 0.0625 in
UG-23AllAllowable stresses
UG-25AllCorrosion allowance
UG-27(c)(1)Cylindrical shellInternal pressure, circumferential stress. The E term in the denominator is what changes across the three RT options.
UG-32(d)2:1 SE headsInternal pressure (E = 1.00 for one-piece formed heads regardless of RT level on the shell)

Nozzle Reinforcement and Standard Fittings

ClauseUse
UG-36(c)(3)(a)Exempts NPS 2 PSV and NPS 1 instrument; NPS 4 process nozzles require UG-37 area check (PASS without repad on a 0.250 in shell)
UG-37Area replacement on NPS 4 inlet/outlet
UG-44Cl 300 RFWN flanges at the B16.5 P-T rating

Welds, Toughness, Test, Marking

ClauseUse
UW-9Design of Cat. A and Cat. C welds, double-welded butt Type 1
UW-15 / UW-16 / UW-50Nozzle welds and NDE
UCS-66 / UCS-66.1MDMT qualification (no credit needed)
UG-99(b) / Note 35Hydrotest at 325 psig (RT-1 build)
UG-116 / UG-118 / UG-120(c)Nameplate, location, U-1A data report
5. Worked Examples (Numerical)

Five worked examples. Examples 1, 2, and 3 are the same UG-27(c)(1) shell calc with three different joint efficiencies, showing how the required thickness scales with E. Example 4 is the as-built 2:1 SE head. Example 5 is the trade-off summary.

Example 1. Shell at No RT (E = 0.70), UG-27(c)(1)

Type 1 double-welded butt joint, no radiography. Per Table UW-12 column (c), E = 0.70.

SymbolValue
P250 psig
R17.625 in (inside radius, corroded, for 0.375 nom shell)
S20,000 psi
E0.70 (Table UW-12, no RT)
UG-27(c)(1): t = P R / (S E - 0.6 P) t = 250 × 17.625 / (20,000 × 0.70 - 0.6 × 250) t = 4,406 / (14,000 - 150) t = 4,406 / 13,850 t = 0.318 in

Required thickness with CA is 0.380 in. Nominal 0.375 in is marginal; bump to 0.4375 in (7/16) for a safe margin, or accept 0.375 in with the understanding that any future MAWP increase requires plate replacement. Either way the no-RT shell is the thickest of the three options. Shell MAWP at 0.375 nom (0.281 corroded mill-min): 14,000 × 0.281 / (17.625 + 0.169) = 221 psig. Below the 250 psig design. FAIL at 0.375 nominal corroded condition.

To meet 250 psig at no RT, the shell needs 0.4375 in nominal: t_corr = 0.320 in, MAWP = 14,000 × 0.320 / (17.625 + 0.192) = 251 psig. PASS just barely. Use 0.4375 (7/16) for the no-RT build, or step up to 0.500 in nominal for cleaner margin.

Example 2. Shell at Spot RT-4 (E = 0.85), UG-27(c)(1)

Spot radiography of the Cat. A long seam only. Per UW-11(a)(5)(b) and Table UW-12, E = 0.85.

UG-27(c)(1): t = 250 × 17.625 / (20,000 × 0.85 - 0.6 × 250) t = 4,406 / (17,000 - 150) t = 4,406 / 16,850 t = 0.261 in

Required thickness with CA is 0.324 in. Nominal 0.3125 in (5/16) is tight: t_corr = 0.211 in, MAWP at 0.211 corroded = 17,000 × 0.211 / (17.625 + 0.127) = 202 psig. Below design.

Step up to 0.375 in nominal for RT-4: t_corr = 0.281 in, MAWP = 17,000 × 0.281 / (17.625 + 0.169) = 268 psig. PASS with 7% margin over 250 psig design. Use 0.375 in for the RT-4 build.

Example 3. Shell at Full RT-1 (E = 1.00), UG-27(c)(1) (As-Built)

100% radiography of every butt weld. Per UW-11(a)(1) and Table UW-12, E = 1.00. This is the as-built configuration of the vessel on this page.

UG-27(c)(1): t = 250 × 17.625 / (20,000 × 1.00 - 0.6 × 250) t = 4,406 / (20,000 - 150) t = 4,406 / 19,850 t = 0.222 in

Required thickness with CA is 0.284 in. Nominal 0.3125 in (5/16) works: t_corr = 0.211 in, MAWP at 0.211 corroded = 20,000 × 0.211 / (17.625 + 0.127) = 237 psig. Below design by 5%. Step up to 0.375 in nominal: MAWP = 318 psig. PASS with 27% margin.

Or stay with 0.3125 in and increase the corroded design by reducing the corrosion allowance from 0.0625 in to 0.000 in (clean service), giving t_corr = 0.273 in and MAWP = 308 psig (PASS). The 0.250 in nominal noted in the dimensional summary is in fact too thin even at RT-1 unless CA is reduced; the 0.3125 in nominal at zero CA is the cleanest RT-1 build for this design point. Adopted: 0.3125 in nominal at zero CA for the as-built vessel. PASS with 23% margin.

Updated as-built dimensional summary supersedes the prior 0.250 in nominal noted in section 3, which was the absolute-minimum thickness at zero CA but provided no margin.

Example 4. 2:1 SE Head, UG-32(d) (E = 1.00 Regardless of RT Choice)

One-piece formed 2:1 SE head per Table UW-12 note carries E = 1.00 without further radiographic examination of the head itself, regardless of the shell RT choice. The head thickness is the same across all three shell RT options.

UG-32(d): t = P D K / (2 S E - 0.2 P) t = 250 × 35.250 × 1.00 / (40,000 - 50) t = 8,813 / 39,950 t = 0.221 in

Required thickness with CA is 0.283 in. Head 0.375 in nominal, formed-corroded 0.275 in. PASS with margin 0.092 in. Head MAWP 307 psig.

Example 5. RT Trade-Off Summary

RT levelEt_req (in, with CA)t_nom selected (in)Shell weight (lb)Plate cost (relative)RT cost (relative)Net cost (relative)
No RT0.700.3800.4375 (7/16)1,6801.7501.75
RT-4 (spot)0.850.3240.375 (3/8)1,4401.500.151.65
RT-1 (full)1.000.2840.3125 (5/16)1,2001.250.451.70

On this short 10-ft vessel the three RT options come out within 7% of each other on total cost (plate + RT). RT-4 is the cheapest, RT-1 second, no-RT third. The crossover depends on shell length: longer vessels favor RT-1 (more plate to save), shorter vessels favor RT-4 or no RT. The other consideration is the resale or repurpose value: an RT-1 vessel has a higher published MAWP and can be re-rated for a different service later without re-radiography, which is a real benefit for general-purpose vessels even when the build-cost numbers are close.

About this example

36 in OD vertical vessels at 250 psig are a common general-purpose pressure-vessel size: small enough to ship by truck on a pallet, large enough to be the workhorse separator, accumulator, or buffer drum on a process skid. The teaching value of this page is the Table UW-12 cost trade-off study. The three radiography options (no RT, spot RT-4, full RT-1) give shell thicknesses across a 30% range, and the total cost (plate plus RT examination) comes out within 7% on a 10-ft vessel. The longer the vessel, the more RT-1 wins because the saved plate scales with length; the shorter the vessel, the more RT-4 or no RT wins because the per-seam RT cost is the same regardless of length.

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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.