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24 in OD Fixed-Tubesheet Heat Exchanger (UHX-12)

ASME Section VIII Div. 1, 2023 Edition | Vertical fixed-tubesheet shell-and-tube heat exchanger | 24 in OD SA-516-70 N, 109 SA-179 tubes, Part UHX-12

This worked example documents the ASME Section VIII Division 1 design of a 24 in OD vertical shell-and-tube heat exchanger with fixed tubesheets (TEMA BEM configuration), shell side at 285 psig and tube side at 150 psig, both at 200 °F. The bundle is 109 SA-179 carbon-steel tubes, 0.75 in OD x 14 BWG (0.083 in wall), 96 in long, on a 1 in triangular pitch, expanded and seal-welded into two 1.500 in SA-516-70 N forged tubesheets. The shell and channel are SA-516-70 N at 0.500 in nominal.

The teaching content is Part UHX-12 for fixed-tubesheet exchangers: seven design load cases (pressure shell only, pressure tube only, both sides, thermal only, and the three pressure+thermal combinations), each producing tubesheet bending, tube axial stress, and shell axial stress. Section 5 example 4 walks the typical-governing case 6 (shell-side pressure plus thermal differential) end to end, including the thermal-expansion compatibility analysis that produces the constrained axial force in the tubes and the corresponding tube tension stress of 11,685 psi against a 13,400 psi allowable. The page mirrors PVEng's heat-exchanger code-design sample with original numbers and a single worked case rather than the full seven-case matrix.

Code
ASME VIII Div 1, 2023 (Part UHX)
Shell-side P
285 psig
Tube-side P
150 psig
Design Temperature
200 °F
Design MDMT
-20 °F
Shell MAWP
285 psig (design)
Shell
24 in OD x 0.500 in, SA-516-70 N
Tubes
109 x 0.75 in OD x 14 BWG, SA-179
Tubesheets
1.500 in SA-516-70 N forged
Channel + Head
SA-516-70 N 0.500 in + 2:1 SE
Heat-Transfer Area
~171 ft²
Hydrotest
371 psig shell + 195 psig tube
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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

ParameterShell sideTube side
Design pressure285 psig150 psig
Design temperature200 °F200 °F
Design MDMT-20 °F-20 °F
Corrosion allowance0.0625 in0.0625 in
ServiceNon-lethal, gas or liquid coolingCooling water or process side
ItemValue
Code of constructionASME Section VIII Division 1, 2023 Edition, Part UHX for tubesheets
Equipment typeShell-and-tube heat exchanger, vertical, BEM configuration (fixed tubesheets both ends, removable bonnet head)
Joint efficiency, shell1.00 (full RT long seam)
Joint efficiency, channel1.00 (full RT long seam)
RadiographyFull RT on Cat. A welds, surface NDE on the tubesheet-to-shell weld and the tubesheet-to-channel-flange weld

Loadings Considered (UG-22) Including Thermal

The vessel is analyzed for the loadings listed in UG-22 with the addition of the thermal loads inherent to a fixed-tubesheet exchanger:

  • Shell-side and tube-side internal pressures, individually and simultaneously.
  • Differential thermal expansion between the shell and the tubes. Hot fluid in the tubes wants to grow the tubes longer than the shell; cool fluid in the tubes wants to shrink them shorter. With fixed tubesheets, the differential is reacted by axial load in the tubes and axial load in the shell.
  • Weight of the exchanger and its contents in the vertical service orientation. Small contribution to tube stress; negligible to shell.

Toughness Basis

SA-516 Grade 70 Normalized shell, channel, and tubesheets; SA-179 carbon-steel tubes. UCS-66 Curve D for the SA-516 N components, Curve B for the SA-179 tubes. Required MDMT at the shell thickness (0.500 in nominal) is approximately -55 °F, and at the tubesheet thickness (1.500 in) is approximately -15 °F. Rated MDMT is -20 °F, set by the 1.500 in tubesheet without UCS-66.1 credit.

Hydrostatic Test Basis

Both sides are tested per UG-99(b): shell side at 1.3 × 285 = 371 psig, tube side at 1.3 × 150 = 195 psig. The shell-side and tube-side tests are performed sequentially with the opposite side unpressurized so the tubesheet sees the full design differential pressure during each test. The two tests are then repeated simultaneously at reduced pressures to confirm the UHX-12 simultaneous-pressure load cases.

2. Pressure and Thickness Summary

Pressure by Component

ComponentMaterialt_req (in)t_avail (in)MAWP (psig)Clause
Shell-side shellSA-516 Gr 70 N0.1710.375625UG-27(c)(1) shell-side P
Tubes (SA-179, 0.75 in OD x 14 BWG)SA-179 carbon steel0.012 in (internal P)0.063 in nominal less mfg tolerancematches tube-side ratingUG-31
Fixed tubesheets (each)SA-516 Gr 70 N forgedsee UHX-12 Ex. 41.500 inper UHX-12 load caseUHX-11, UHX-12
Channel-side shell (top channel)SA-516 Gr 70 N0.0900.375625UG-27(c)(1) channel-side P
Channel head (2:1 SE)SA-516 Gr 70 N0.0900.388624UG-32(d)
Girth flange (channel to shell, NPS 24 Cl 300)SA-105standardstandard720UG-44, B16.5 Gp 1.1

The shell governs the shell-side rating at 625 psig and the channel governs the tube-side rating at 625 psig. Vessel ratings: shell side 285 psig (design), tube side 150 psig (design); both well below the component capacities. Tubesheet thickness is set by the UHX-12 simultaneous-pressure-and-thermal case (worked in example 4).

Governing Thickness, UG-16(b)

All components meet UG-16(b).

Hydrostatic Test Summary (Each Side Sequentially)

TestComponentTest pressureResult
Shell-side hydrotest, tube side at 0 psigShell wall (hoop), tubesheet (membrane)371 psigPASS
Tube-side hydrotest, shell side at 0 psigTubes, channel, tubesheet (membrane)195 psigPASS
Simultaneous-pressure verification (both sides)Tubesheet, tube joints185 / 95 psig (reduced)PASS
3. Materials and Construction

Material Schedule

ComponentSpecificationS at 200 °F (psi)UCS-66 CurveForm
ShellSA-516 Grade 70, normalized20,000D24 in OD x 0.500 in plate x 96 in tan-tan
Tubes (109 ea on 1 in triangular pitch)SA-179 carbon steel, seamless13,400B3/4 in OD x 14 BWG (0.083 in wall) x 96 in long, expanded and seal-welded at both tubesheets
Fixed tubesheets (2 ea)SA-516 Grade 70 N forged20,000D1.500 in thick, 24 in OD, drilled for 109 tube holes on 1 in triangular pitch
Channel (top, bonnet)SA-516 Grade 70 N20,000D24 in OD x 0.500 in plate x 24 in tall
Channel head (2:1 SE)SA-516 Grade 70 N20,000D2:1 ellipsoidal, one-piece formed, 0.500 in nominal
Channel flange (girth) and tubesheet flangeSA-10517,500BNPS 24 Cl 300 RFWN-equivalent custom forging, paired with tubesheet acting as the mating flange face
Tube-side nozzlesSA-106 Gr B + SA-105 Cl 30017,100 / 17,500BNPS 6 inlet, NPS 6 outlet (both on the top channel)
Shell-side nozzlesSA-106 Gr B + SA-105 Cl 30017,100 / 17,500BNPS 4 inlet (lower shell side), NPS 4 outlet (upper shell side)
BoltingSA-193 Gr B7 studs, SA-194 Gr 2H nuts25,000n/astandard B16.5 stud-and-nut sets

Configuration (BEM)

BEM configuration per the TEMA letter designation: B = bonnet inlet head, E = single-pass shell, M = fixed-tubesheet rear head (the bonnet at the bottom is also a removable cover, but the fixed-tubesheet construction means the bundle is not removable from the shell; both tubesheets are welded to the shell). For ASME UHX, the rear-end M designation governs the tubesheet analysis: UHX-12 for fixed-tubesheet exchangers.

Tube Joint

Tubes are expanded into the tubesheet hole using mechanical expansion (rolling) followed by a seal-weld per UW-20. The tube-to-tubesheet joint is qualified to UW-20 (strength weld or strength weld plus expansion). For a 14 BWG tube under 150 psig, the joint shear strength comfortably exceeds the pressure end load.

Radiography

Cat. A welds (shell long seam, channel long seam, channel-head circumferential) fully radiographed per UW-11(a)(1). The tubesheet-to-shell welds (two, one at each tubesheet) are full-penetration with surface NDE per UW-50. The tubesheet drilling pattern and the tube-to-tubesheet joints receive pre-service visual examination per UHX-18.

Dimensional Summary

ItemValue
Shell OD24.000 in
Shell wall, nominal0.500 in
Shell tube length96 in (8 ft)
Tube count109 (1 in triangular pitch, square-cut layout)
Tube OD x wall0.750 in x 0.083 in (14 BWG)
Tube ID (corroded)0.521 in
Tubesheet thickness (each)1.500 in
Channel OD x height24 in x 24 in
Channel head depth (2:1 SE)5.6 in
Internal volume, shell side~28,500 in³ (123 US gal)
Internal volume, tube side~5,500 in³ (24 US gal)
Heat-transfer area~171 ft² (based on tube OD)
Empty weight, new~3,800 lb
Test weight (water in both sides)~5,000 lb
4. Calculations Performed (Code Clause Index)

Every clause applied. Part UHX (fixed-tubesheet rules) is the central content.

Part UHX (Heat Exchanger Rules)

ClauseUse
UHX-1 through UHX-10General requirements for heat exchanger tubesheets (scope, definitions, materials)
UHX-11Loadings for fixed-tubesheet exchangers, defines the seven design load cases
UHX-12Rules for fixed-tubesheet exchangers, equations for tubesheet thickness, tube stress, shell stress under each of the seven load cases
UHX-13Tubesheet calc for floating-head exchangers (not used in this BEM configuration)
UHX-14Tubesheet calc for U-tube exchangers (not used here)
UHX-18Examination of tube-to-tubesheet joints

UHX-12 Load Cases (Fixed Tubesheet)

CaseDescription
1Tube-side pressure only, shell-side at 0 psig
2Shell-side pressure only, tube-side at 0 psig
3Both sides pressurized to design
4Thermal differential only, no pressure
5Tube-side pressure plus thermal differential
6Shell-side pressure plus thermal differential
7Both sides pressurized plus thermal differential

Cases 5 and 7 typically govern tube tension and tubesheet bending; case 2 typically governs shell hoop and tubesheet membrane; case 6 typically governs tube compression buckling. The full matrix is computed in a commercial program; the worked example below shows case 6 (the typical-governing case for shell-and-tube heat exchangers in cooling service).

Wall Thickness

ClauseComponentUse
UG-16(b)AllMinimum 0.0625 in
UG-23AllAllowable stresses
UG-25AllCorrosion allowance
UG-27(c)(1)Shell, channelInternal pressure
UG-31TubesInternal pressure on small-diameter pipe, with UG-31(c)(2) external-pressure check for cases where shell-side P exceeds tube-side P
UG-32(d)Channel 2:1 SE headInternal pressure

Tube Joints, Reinforcement, and Flanges

ClauseUse
UW-20Tube-to-tubesheet joint, expanded + seal-welded, qualified per UW-20 strength-weld rules
UG-36(c)(3)(a)Exempts the NPS 4 shell-side nozzles and the NPS 1 instrument taps from UG-37; the NPS 6 tube-side nozzles require UG-37
UG-37Area replacement on NPS 6 inlet/outlet
UG-44NPS 24 Cl 300 girth flange custom forging, with the tubesheet as the mating face. Process nozzles use B16.5 Cl 300 RFWN.

Welds, Toughness, Test, Marking

ClauseUse
UW-9 / UW-11(a)(1) / Table UW-12Cat. A welds, full RT, E = 1.00
UCS-66 / UCS-66.1MDMT qualification, with 1.500 in tubesheet at -15 F required (close to but inside the -20 F design MDMT)
UG-99(b) / Note 35Shell-side and tube-side hydrotests, sequentially, with simultaneous-pressure verification
UG-116 / UG-118 / UG-120(c)Nameplate, location, U-1A data report (Form U-1A) with shell-side and tube-side MAWPs marked separately
5. Worked Examples (Numerical)

Five worked examples. The UHX-12 case 6 walkthrough (example 4) is the central content.

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

UG-27(c)(1): t = P R / (S E - 0.6 P) t = 285 × 11.625 / (20,000 - 171) = 3,313 / 19,829 = 0.1671 in

Required thickness with CA is 0.230 in. Shell t_avail 0.375 in (0.500 nom less mill + CA). PASS with 0.146 in margin. Shell MAWP 625 psig.

Example 2. Tube Wall Thickness, UG-31 Internal Pressure

SymbolValue
P150 psig
R (tube inside radius)0.292 in
S13,400 psi (SA-179 at 200 F)
E1.00 (seamless tube)
UG-31(c)(2) (or UG-27(c)(1) for tubes treated as small cylinders): t = P R / (S E - 0.6 P) t = 150 × 0.292 / (13,400 - 90) = 43.8 / 13,310 = 0.00329 in

Required tube wall is 0.003 in, far below the 0.083 in (14 BWG) supplied wall. PASS with very large margin. The tube wall is governed by mechanical-handling and tube-to-tubesheet joint expansion requirements, not by pressure.

Example 3. Channel Wall and Head, UG-27 + UG-32(d)

Channel shell at 150 psig: t_channel = 150 × 11.625 / (20,000 - 90) = 1,744 / 19,910 = 0.0876 in With CA: 0.150 in. t_avail 0.375 in. PASS. Channel head (2:1 SE) at 150 psig: t_head = 150 × 23.250 × 1.00 / (40,000 - 30) = 3,488 / 39,970 = 0.0873 in With CA: 0.150 in. t_avail 0.388 in (formed-corroded). PASS.

Both PASS by very large margin. Channel MAWP 625 psig (matches shell capacity).

Example 4. UHX-12 Case 6, Shell-Side Pressure Plus Thermal

This is the typical governing case for fixed-tubesheet exchangers in cooling service. Shell side is at design pressure (285 psig), tube side is at 0 psig, and there is a thermal differential between the hot shell and the cool tubes (a typical condensing service condition, for example after shell-side flooding during a startup transient).

SymbolValueSource
P_s285 psigShell-side design pressure
P_t0 psigTube-side at zero (case 6)
T_s200 °FShell-side metal temperature
T_t100 °FTube-side metal temperature (assumed)
ΔT (differential)100 °FT_s - T_t
α (CTE, carbon steel)6.5 x 10&sup-6; per °FBoth shell and tubes are carbon steel; differential is from temperature difference only
L (tube length between tubesheets)96 in
E_t (modulus, tubes at 100 F)29.5 x 10&sup6; psi
A_t (total tube metal area)109 tubes × 0.1731 in² per tube = 18.87 in²14 BWG ring area
A_s (shell metal area)π × (R_o + R_i) × t = π × 23.75 × 0.375 = 27.98 in²0.375 in corroded shell wall

Thermal expansion of shell, free

δ_s = α T_s L = 6.5e-6 × 200 × 96 = 0.125 in δ_t = α T_t L = 6.5e-6 × 100 × 96 = 0.062 in Δδ = δ_s - δ_t = 0.063 in (shell wants to be longer than tubes)

Constrained axial force (shell elongated by tubes pulling on it)

Compatibility: shell shortens by some amount δ, tubes stretch by the same amount. Equilibrium: F = E_s A_s δ_compat = E_t A_t (Δδ - δ_compat) Solving: δ_compat = Δδ / (1 + (E_s A_s) / (E_t A_t)) (E_s A_s) / (E_t A_t) = (29.5e6 × 27.98) / (29.5e6 × 18.87) = 27.98 / 18.87 = 1.48 δ_compat = 0.063 / (1 + 1.48) = 0.063 / 2.48 = 0.025 in Axial force in tubes (tension): F_t = E_t A_t (Δδ - δ_compat) / L F_t = 29.5e6 × 18.87 × (0.063 - 0.025) / 96 F_t = 29.5e6 × 18.87 × 0.038 / 96 F_t = 220,500 lb (total tension shared across 109 tubes) Axial stress in each tube (tension): σ_t = F_t / A_t = 220,500 / 18.87 = 11,685 psi (tension, all tubes equal)

Combined tube stress (pressure end-load + thermal tension)

Tube-side pressure is 0 (case 6), so no pressure end load. Total tube stress is the thermal-induced 11,685 psi tension.

Allowable tube stress (UG-23): S = 13,400 psi Code permitted combined-load tube stress for normal operation: 1.0 S = 13,400 psi Status: 11,685 psi vs 13,400 psi allowable. PASS with 13% margin.

PASS. The tube-stress check is the binding constraint in case 6 on this exchanger. If the differential temperature were higher (e.g., a sour-gas service with 400 F shell-side and 100 F tube-side, ΔT = 300 F), the tube stress would scale linearly, the case 6 ratio would climb to 35,000 psi, and the design would need an expansion joint or a U-tube configuration to relieve the thermal stress.

Shell axial stress in case 6 is approximately F_t / A_s = 220,500 / 27.98 = 7,880 psi compression (added to the shell hoop stress of P_s × R / t = 285 × 11.625 / 0.375 = 8,840 psi). Combined: shell sees 7,880 psi axial compression and 8,840 psi hoop tension. Both well below the SA-516-70 N allowable of 20,000 psi. The shell is not the governing component.

Tubesheet bending stress in case 6 (from the simultaneous-load formula in UHX-12.5.3, computed in a commercial program in production): approximately 16,500 psi bending across the deepest ligament, against an allowable of 1.5 S = 30,000 psi. PASS with 45% margin on the 1.500 in tubesheet thickness.

Example 5. Tube-to-Tubesheet Joint, UW-20 Strength-Weld Check

The tube-to-tubesheet joint per UW-20 must carry the larger of the pressure end load and the thermal-induced tension found in worked example 4.

SourcePer-tube load (lb)
Tube-side pressure end load: P_t × A_t,bore = 150 × (π/4 × 0.521²) = 32.0 lb32 lb
Thermal tension from worked example 4220,500 / 109 = 2,023 lb
Governing per-tube joint load2,023 lb

The seal-welded expanded joint (tube rolled to 75% of tube OD into the tubesheet plus a fillet seal weld around the perimeter) is qualified per UW-20 to carry approximately 4 times the rolling joint friction strength as a baseline. For a 3/4 in OD tube on a 1 in pitch in a 1.500 in tubesheet, the published joint strength is approximately 6,500 lb per tube (varies by tubesheet hardness and rolling expansion ratio). The 2,023 lb thermal load is 31% of the joint capacity. PASS.

About this example

24 in OD fixed-tubesheet heat exchangers are common as gas coolers, intercoolers, and condensers in compression service. The teaching value of the example is the chain from Part UHX-11 load definitions through the UHX-12 calc for the governing case (case 6, shell-side pressure plus thermal differential). The thermal-expansion compatibility analysis is the engineering content that distinguishes a fixed-tubesheet exchanger from a separate shell and channel. If the calculated tube stress exceeds the UG-23 allowable, the response is to add a shell-side expansion joint (UHX-12 modified rules) or to switch to a U-tube or floating-head configuration that relieves the differential thermal load.

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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.