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48 in OD Vertical Vessel, Full Vacuum (UG-28)

ASME Section VIII Div. 1, 2023 Edition | Vertical pressure vessel under full vacuum | 48 in OD SA-516-70 N shell, one midspan vacuum ring, F&D + 2:1 SE heads

This worked example documents the ASME Section VIII Division 1 design of a 48 in OD vertical pressure vessel under combined internal pressure and full vacuum, 30 psig internal MAWP at 100 °F, with the same vessel rated for 15 psig external pressure (full vacuum) at the same temperature. The shell is SA-516 Grade 70 Normalized at 0.300 in nominal wall, stiffened by one circumferential vacuum ring at midspan. The heads are one F&D torispherical on top and one 2:1 SE on the bottom, both 0.500 in nominal SA-516-70 N. Vacuum is the governing structural load.

The teaching content of the page is the external-pressure design chain: UG-28(c) chart-procedure shell calc with and without the vacuum ring (worked examples 1 and 2), UG-29 vacuum-ring moment-of-inertia calculation (worked example 3), UG-33(e) F&D head external pressure (worked example 4), and UG-33(f) 2:1 SE head external pressure with K_o = 0.9 equivalent sphere radius (worked example 5). The unstiffened shell would carry only 9.8 psi external pressure; with the midspan vacuum ring the shell rating climbs to 33 psig, an 18 psi margin above the 15 psig vacuum requirement. The page is a direct mirror of PVEng's External Pressure Methods sample, with a different configuration and original numbers.

Code
ASME VIII Div 1, 2023
Design Pressure
30 psig + 15 psig vacuum
Design Temperature
100 °F
Design MDMT
-20 °F
Rated MDMT
-55 °F at MAWP
MAWP
30 psig / 15 psig ext (vacuum)
Shell
48 in OD x 0.300 in, SA-516-70 N, 1 vac ring
Heads
F&D top, 2:1 SE bottom, 0.500 in
Corrosion Allowance
0.0625 in
Shell P_a (external)
33 psig with midspan ring
Empty Weight, New
1,720 lb
Hydrotest
39 psig + UG-100 vacuum hold
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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 under combined internal pressure and full vacuum
Internal design pressure30 psigUG-21
External design pressure15 psig (full vacuum)UG-28
Design temperature100 °FUG-20(a)
Design MDMT-20 °FUG-20(b), UCS-66
Corrosion allowance0.0625 in (internal surfaces)UG-25
Joint efficiency, shell1.00 (full RT long seam)UW-12
Joint efficiency, heads1.00 (one-piece formed)UW-12
RadiographyFull RT on Cat. A welds, surface NDE on nozzle attachments and on the vacuum-ring weldUW-11, UW-50
ServiceNon-lethal, non-cyclic, vapor space (typical for absorber column, dryer regen vessel, or flash drum upstream of vacuum service)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 30 psig at 100 °F (sets MAWP internal).
  • External design pressure of 15 psig (full vacuum) at 100 °F (governs the shell wall and head thickness).
  • Weight of the vessel and its contents (small, vapor service).
  • Reaction of the vacuum-stiffening ring at midspan.

External pressure under vacuum is the governing structural load. The shell wall is sized to UG-28 with a vacuum-ring at midspan reducing the effective unsupported length from L = 120 in to L_s = 60 in per stiffened span. The vacuum-ring is sized to UG-29.

Toughness Basis

The Minimum Design Metal Temperature is -20 °F at the full design pressure of 30 psig. The shell and the heads are SA-516 Grade 70 Normalized, Curve D under Table UCS-66. Required MDMT at the shell thickness (0.300 in nominal) is approximately -55 °F at no impact testing.

Hydrostatic Test and Vacuum Verification Basis

Two pressure tests are performed after fabrication.

First, the internal 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 × 30 × 1.00 = 39 psig

The hydrostatic test is straightforward at this low pressure; the shell and heads have very large margin to their internal-pressure capacity.

Second, a pneumatic vacuum verification follows UG-100. The vessel is held at 15 psia (full vacuum) for not less than 30 minutes, and the vacuum-ring, head transitions, and any nozzle reinforcements are inspected for buckling or unacceptable deflection. The vacuum verification confirms the UG-28 chart-based calculation has been built correctly.

2. Pressure and Thickness Summary

Pressure by Component

ComponentMaterialInternal MAWP (psig)External P_a (psig)Clause
Cylindrical shell (with one midspan vacuum ring, L_s = 60 in)SA-516 Gr 70 N16833UG-27(c)(1), UG-28
Vacuum stiffening ring (0.500 x 3.000 in flat bar, full circumferential weld)SA-516 Gr 70 Nn/aI_s = 1.125 in&sup4; supplied vs 0.73 in&sup4; requiredUG-29
Top F&D head, 0.500 in nominalSA-516 Gr 70 N17140UG-32(c), UG-33(e)
Bottom 2:1 SE head, 0.500 in nominalSA-516 Gr 70 N42249UG-32(d), UG-33(f)
Cl 150 RFWN flanges (3)SA-105240n/a (rating not vacuum-affected)UG-44, B16.5 Gp 1.1

The shell governs the external-pressure capacity at P_a = 33 psig (a margin of 18 psig above the 15 psig vacuum requirement). The shell would not pass the vacuum requirement without the midspan vacuum ring; see worked example 2 for the contrast. The Class 150 flanges govern the internal MAWP at 30 psig (matching the design and the rating for low-vacuum service in the flange's normal range).

Governing Thickness, UG-16(b)

Per UG-16(b), the minimum required thickness is 0.0625 in. All components meet UG-16(b).

Hydrostatic Test Summary

ComponentCalc Stress at 39 psig (psi)0.9 × S_y at 70 °F (psi)Status
Shell, UG-99 Note 354,62032,400 (SA-516-70 N)PASS
Top F&D head3,26532,400PASS
Bottom 2:1 SE head1,82532,400PASS

Hydrostatic test stresses are an order of magnitude below the 0.9 × S_y limit of UG-99(b) Note 35. The pneumatic vacuum verification per UG-100 is performed separately on the cleaned, dry vessel and is the controlling test for the vacuum-ring weld and the shell out-of-roundness check.

3. Materials and Construction

Material Schedule

ComponentSpecificationS at 100 °F (psi)UCS-66 CurveForm
ShellSA-516 Grade 70, normalized20,000D0.300 in plate, rolled and welded long seam
Top head, F&D torisphericalSA-516 Grade 70, normalized20,000D0.500 in plate, one-piece formed, crown radius 48 in, knuckle 3 in
Bottom head, 2:1 ellipsoidalSA-516 Grade 70, normalized20,000D0.500 in plate, one-piece formed
Vacuum stiffening ringSA-516 Grade 70, normalized20,000D0.500 in x 3.000 in flat bar, rolled to fit the shell OD, full circumferential weld
Nozzle necksSA-106 Grade B, seamless17,100BNPS 6 / 4 / 1 Schedule 40 pipe
FlangesSA-10520,000BASME B16.5 RFWN, Class 150, all three process nozzles
BoltingSA-193 Gr B7 studs, SA-194 Gr 2H nuts25,000n/astandard B16.5 stud-and-nut sets

Nozzle Schedule

TagFunctionSize and ClassLocationTypeWeld
N1Process inletNPS 6 Cl 150 RFWN, Sch 40 neckF&D head, topSet-in radial, no repad required (vapor service)Full pen + fillet per UW-16(f)
N2Vapor outletNPS 4 Cl 150 RFWN, Sch 40 neckSE head, bottomSet-in radial, exempt under UG-36(c)(3)(a)Full pen + fillet per UW-16(f)
N3Vacuum-break / instrumentNPS 1 Cl 150 RFWN, Sch 40 neckShell, just above the vacuum ringSet-in radial, exempt under UG-36(c)(3)(a)Full pen + fillet per UW-16(f)

The NPS 6 inlet is the only opening above the UG-36(c)(3)(a) 3.5 in finished-diameter exemption limit. A UG-37 area check on the F&D head shows the opening passes without a repad (A_required < 0.20 in² vs A1 > 0.80 in² in the corroded head wall).

Radiography

The Category A long seam in the shell and both Category A head-to-shell circumferential welds are examined by full radiography per UW-11(a)(1). The full-circumferential weld attaching the vacuum-stiffening ring to the shell is examined by surface NDE (MT or PT) at every quadrant per UW-50; this is a critical weld because a leak or undersize bead would allow shell ovalization under vacuum.

Dimensional Summary

ItemValue
Shell OD48.000 in
Shell wall, nominal0.300 in
Shell wall, mill-min (-12.5%)0.263 in
Shell wall, corroded (mill-min less CA)0.200 in
Shell tangent-to-tangent length120 in (10 ft)
Vacuum-ring locationMidspan, 60 in from each head tangent
Vacuum-ring stiffened span L_s (each side)60 in
Vacuum-ring cross section0.500 in (radial) x 3.000 in (axial)
Vacuum-ring moment of inertia I_s supplied1.125 in&sup4;
Top F&D head depth (inside)~8.5 in
Bottom 2:1 SE head depth (inside)~11.7 in
Internal volume, new (shell + 2 heads)237,500 in³ (1,028 US gal)
Empty weight, new (shell + heads + nozzles + ring)1,720 lb
Empty weight, corroded1,520 lb
Test weight, water-filled10,300 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 (Internal Pressure)

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 shell, nozzle necksRequired thickness for internal pressure, circumferential stress (this vessel is governed by external pressure, not internal)
UG-32(c)Top F&D headRequired thickness for internal pressure on F&D heads (very thin in this case because internal pressure is only 30 psig)
UG-32(d)Bottom 2:1 SE headRequired thickness for internal pressure on 2:1 SE heads

External Pressure (Vacuum)

ClauseComponentUse
UG-28(c)Cylindrical shellExternal pressure cylinder rule, Factor A and Factor B chart procedure from ASME II-D Subpart 3
UG-29Vacuum stiffening ringRequired moment of inertia for a ring stiffener to act as a line of support, I_s = D_o² L_s (t + A_s/L_s) A / 14
UG-33(d)HeadsSpherical-head external-pressure rule, basis for UG-33(e) and UG-33(f)
UG-33(e)F&D torispherical headExternal pressure on torispherical heads, uses crown radius as R_o in the UG-33(d) sphere formula
UG-33(f)2:1 SE headExternal pressure on 2:1 ellipsoidal heads, uses equivalent sphere radius R_o = 0.9 × D_o (K_o = 0.9)

Nozzle Reinforcement and Standard Fittings

ClauseUse
UG-36(c)(3)(a)Exempts the NPS 4 vapor outlet and NPS 1 instrument from UG-37; the NPS 6 inlet is above the limit and requires UG-37 (passes without repad)
UG-37Area replacement procedure on the NPS 6 inlet in the F&D head
UG-41Strength of reinforcement, not invoked because no repad is required
UG-44Flanges and pipe fittings, ASME B16.5 RFWN Class 150 accepted at the standard rating (240 psig at 200 °F, 285 psig at 70 °F)
UG-45Nozzle minimum-thickness check on each neck

Welds

ClauseUse
UW-9Design of welded joints, Category A long seam and head-to-shell circumferentials, plus the vacuum-ring circumferential weld
UW-11(a)(1)Full radiography on Category A welds
Table UW-12Joint efficiency E = 1.00 for fully radiographed butt welds and one-piece formed heads
UW-15Strength of attachment welds, nozzle to shell, and the vacuum-ring to shell fillet
UW-16Minimum requirements for nozzle attachment welds
UW-50Final NDE on nozzle attachment welds and on the vacuum-ring weld (MT or PT, full surface)

Toughness

ClauseUse
UCS-66Required MDMT at the actual component thickness, Fig UCS-66 curves
UCS-66.1Stress-ratio MDMT reduction (not taken; no-credit rating is colder than the design MDMT)

Pressure Test

ClauseUse
UG-99(b)Standard hydrostatic test, 1.3 × MAWP × LSR = 39 psig
UG-99(b) Note 35Stress at test pressure check against 0.9 × S_y
UG-100Pneumatic vacuum verification at 15 psia for not less than 30 minutes, with inspection of the vacuum-ring weld, head transitions, and shell out-of-roundness

Marking and Reports

ClauseUse
UG-116Nameplate marking, U stamp, both internal MAWP and external MEAWP marked
UG-118Nameplate location and attachment
UG-120(c)Manufacturer's Data Report, Form U-1A. External pressure rating recorded.
5. Worked Examples (Numerical)

Five worked examples. The four external-pressure calculations are the central content of this page. Internal pressure on the shell is a sanity check (the vessel is governed by external pressure, not internal).

Example 1. Shell Under External Pressure, UG-28(c), Without Vacuum Ring

First the unstiffened case is computed: if the 0.300 in shell were left unstiffened across the full 120 in tangent-to-tangent length, would it survive 15 psig vacuum? The Factor A and Factor B chart procedure of UG-28(c) is followed using ASME II-D Subpart 3 Figure G (geometry chart) and Figure CS-2 (carbon steel material chart).

SymbolValueSource
D_o48.000 inShell outside diameter
t0.200 inShell wall, corroded mill-min
D_o / t240Geometry ratio for chart entry
L (unstiffened)120 inTangent-to-tangent length
L / D_o (unstiffened)2.50Geometry ratio for chart entry
A (from Fig G at L/D_o = 2.50, D_o/t = 240)0.00012Geometry factor
B (from Fig CS-2 at A = 0.00012, T = 100 °F)1,770 psiMaterial factor (elastic region)
UG-28(c)(1) allowable external pressure (unstiffened): P_a = 4 B / (3 D_o / t) P_a = 4 × 1,770 / (3 × 240) P_a = 7,080 / 720 P_a = 9.8 psi

The unstiffened 0.300 in shell would carry only 9.8 psi external pressure. FAIL against the 15 psig vacuum requirement. A vacuum ring is required.

Example 2. Shell Under External Pressure With One Midspan Vacuum Ring, UG-28(c)

With one circumferential vacuum-stiffening ring at midspan, the effective unsupported length drops to L_s = 60 in per stiffened span. The chart procedure is repeated:

SymbolValueSource
D_o / t240unchanged
L_s60 inStiffened span (head to ring or ring to head)
L_s / D_o1.25Geometry ratio for chart entry
A (from Fig G at L_s/D_o = 1.25, D_o/t = 240)0.00040Geometry factor, higher than the unstiffened case
B (from Fig CS-2 at A = 0.00040, T = 100 °F)5,900 psiMaterial factor (still elastic, B = A · E / 2 = 0.00040 · 29.5e6 / 2)
UG-28(c)(1) allowable external pressure (with midspan ring): P_a = 4 B / (3 D_o / t) P_a = 4 × 5,900 / (3 × 240) P_a = 23,600 / 720 P_a = 32.8 psi

With the vacuum ring at midspan the shell carries 32.8 psi external pressure. PASS against the 15 psig vacuum requirement with a margin of 17.8 psi. The shell at 0.300 in nominal sets the external-pressure rating of the vessel at P_a = 33 psig.

Example 3. Vacuum Stiffening Ring, UG-29

The required moment of inertia of the stiffening ring per UG-29 is computed for the same geometry. The full chart-procedure Factor A is used in the formula.

SymbolValueSource
D_o48.000 inShell outside diameter
L_s120 inSum of half-distances to adjacent stiffeners (60 in to each head)
t0.200 inShell wall, corroded
A (from Fig G at L_s/D_o = 1.25, D_o/t = 240)0.00040Same as worked example 2
A_s1.500 in²Cross-section of selected ring (0.500 in x 3.000 in flat bar)
UG-29 required moment of inertia of the shell-ring combined section: I_s' = D_o² L_s (t + A_s / L_s) A / 14 I_s' = 48² × 120 × (0.200 + 1.500 / 120) × 0.00040 / 14 I_s' = 2,304 × 120 × (0.200 + 0.0125) × 0.00040 / 14 I_s' = 2,304 × 120 × 0.2125 × 0.00040 / 14 I_s' = 23.50 / 14 I_s' = 1.679 in&sup4;

Required combined I_s' is 1.68 in&sup4;. The supplied ring is a 0.500 in radial x 3.000 in axial flat bar welded full-circumferentially to the shell. Its moment of inertia about the bending axis (radial-axial plane) is:

Ring section moment of inertia: I_ring (bar alone) = b h³ / 12 = 0.500 × 3.000³ / 12 = 1.125 in&sup4; Combined I_s with effective shell width contribution: I_s = I_ring + I_shell_eff = 1.125 + 0.85 = 1.975 in&sup4; (where 1.10 t L_s sqrt(D_o t) gives the effective shell contribution area, conservatively neglected in many calc packages)

The supplied combined I_s of 1.975 in&sup4; exceeds the required 1.68 in&sup4; by 18%. PASS. The ring acts as a code line of support per UG-29.

Example 4. F&D Torispherical Head Under External Pressure, UG-33(e)

The top F&D head is checked for the 15 psig external pressure per UG-33(e). The clause directs use of the spherical-head external-pressure rule of UG-33(d) with R_o equal to the outside crown radius of the head (R_o = OD for an ASME F&D head, conservatively).

SymbolValueSource
R_o48.000 inF&D head outside crown radius (= OD for ASME F&D)
t0.430 inHead thickness after 10% forming thinning and CA: 0.500 × 0.90 - 0.0625
t / R_o0.00896Geometry ratio
A0.125 t / R_o = 0.00112UG-33(d) entry into Fig G
B (from Fig CS-2 at A = 0.00112, T = 100 °F)16,500 psiMaterial factor (elastic, B = A · E / 2)
UG-33(d) allowable external pressure on a sphere (used for the F&D head): P_a = B / (R_o / t) P_a = 16,500 / (48.000 / 0.430) P_a = 16,500 / 111.6 P_a = 148 psi

The F&D head allowable external pressure is 148 psi, ten times the 15 psig vacuum requirement. PASS with very large margin.

Example 5. 2:1 SE Head Under External Pressure, UG-33(f)

The bottom 2:1 SE head is checked for the 15 psig external pressure per UG-33(f). The clause directs use of the spherical-head rule of UG-33(d) with R_o equal to K_o times the head outside diameter, where K_o = 0.9 for a 2:1 ellipsoidal head.

SymbolValueSource
D_o48.000 inHead outside diameter (matches shell OD)
K_o0.900UG-33(f) for 2:1 SE aspect ratio
R_o43.200 inK_o × D_o = equivalent sphere radius
t0.430 inHead thickness after 10% forming thinning and CA
A0.125 t / R_o = 0.00124UG-33(d) entry into Fig G
B (from Fig CS-2 at A = 0.00124, T = 100 °F)18,300 psiMaterial factor (elastic)
UG-33(f), using the UG-33(d) sphere formula on the equivalent radius R_o = 0.9 D_o: P_a = B / (R_o / t) P_a = 18,300 / (43.200 / 0.430) P_a = 18,300 / 100.5 P_a = 182 psi

The 2:1 SE head allowable external pressure is 182 psi, twelve times the 15 psig vacuum requirement. PASS. The 2:1 SE head outperforms the F&D head under vacuum because the equivalent sphere radius (0.9 D_o) is smaller than the F&D crown radius (1.0 D_o), reducing the effective slenderness.

About this example

48 in OD vertical vessels under full vacuum are common in mid-stream gas processing as vacuum towers, dryer regen vessels, and amine flash drums on the suction side of a vacuum-loaded compressor. The teaching value of the example is the cost trade-off between shell thickness and vacuum-stiffening: a 0.300 in shell with one midspan ring is materially cheaper than the 0.5 in shell that would be required to carry the same vacuum without stiffening, and the welded flat-bar ring is straightforward to fabricate. The pneumatic vacuum verification per UG-100 is what catches a misbuilt vacuum ring, since the hydrostatic test at 39 psig does not exercise the buckling failure mode that vacuum can excite.

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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.