SAMPLE
Piping Toolset — Calculation Report
generated by calc-core · 2026-11-12

ASME B31.1 Hydrostatic Test Pressure Calculator (¶137.4.5, 90% of Yield) — Sample Report

ProjectSample Project — Demonstration Only Job No.SAMPLE-001 Client—
CalculationASME B31.1 Hydrostatic Test Pressure Calculator (¶137.4.5, 90% of Yield) Calc byPiping Toolset (calc-core) Checked byUNCHECKED — sample
Date2026-11-12 Rev0 BasisASME B31.3 ¶345.4.2 Eq. (24) / ¶345.5.4; B31.1 ¶137.4.5 / ¶137.5.5 via factors, with the optional ¶102.3.3 test-stress check on hoop stress (item (c) in B31.1-2026, item (b) in B31.1-2024; yield strength user-supplied)

1 · Design inputs

Cold reheat line from the high-pressure turbine exhaust to the reheater: NPS 24 Sch 40 seamless carbon steel pipe (24 in OD, 0.688 in nominal wall), design 650 psig at 700°F, hydrostatic test with water at ambient temperature. ASSUMED inputs for this example: yield strength Sy = 35,000 psi at test temperature, y = 0.4, 12.5% mill under-tolerance. Read Sy for your own material from BPVC Section II, Part D, Table Y-1.

Design pressure P650psig
Hydrostatic factor (¶137.4.5)1.5—
Pneumatic factor, minimum (¶137.5.5)1.2—
Outside diameter Do24in
Nominal wall t0.688in
Mill under-tolerance12.5%
Coefficient y at test temperature (ASSUMED)0.4—
Yield strength Sy at test temperature (ASSUMED)35,000psi
Yield fraction during test (¶102.3.3)0.9—

2 · Method

Required test pressures, B31.1 ¶137.4.5 and ¶137.5.5 (identical wording in B31.1-2026 and B31.1-2024):

PT,hydro = 1.5·P

1.2·P ≤ PT,pneumatic ≤ 1.5·P

Stress limit during test, ¶102.3.3(c) in B31.1-2026 (¶102.3.3(b) in B31.1-2024), hoop direction:

ttest = tnominal·(1 − mill tolerance)

σhoop = PT·( Do − 2·y·ttest ) / ( 2·ttest ) ≤ 0.9·Sy

The hydrostatic and pneumatic factors are entered, not built in, so the result states the basis it was run on. The stress check needs a word of explanation, because the Code gives the limit and leaves the stress formula to the engineer. The calculator uses the ¶104.1.2 straight-pipe equation solved for stress, a conservative basis with two deliberate choices. The wall is the least the mill may have delivered, nominal × (1 − under-tolerance), because that is the wall the test has to be safe on. The additional thickness A is not deducted: on the day of the test the corrosion allowance is still metal. The Code gives the 90% limit and no stress formula, so this form, on the minimum wall with no allowance deducted, is the stated and deliberately conservative basis of the check. Setting y = 0 turns the expression into the outside-diameter form P·D/2t, which is the conservative bound if your procedure calls for it. Sy is the yield strength at test temperature, from BPVC Section II, Part D, Table Y-1 for the material; the calculator has no default for it and reports pressures only until one is entered. It also returns the pressure at which the hoop stress reaches the limit, which is the number to compare with a test pressure raised for static head.

3 · Calculation

  1. Hydrostatic test pressure, ¶137.4.5: PT = 1.5 × 650 = 975 psig. No ST/S term enters, however hot the design temperature.
  2. Pneumatic alternative, ¶137.5.5: not less than 1.2 × 650 = 780 psig and not more than 1.5 × 650 = 975 psig.
  3. Wall the test has to be safe on: ttest = 0.688 × (1 − 0.125) = 0.602 in. The corrosion allowance is still in place and is not deducted.
  4. Hoop stress at the hydrostatic test: Do − 2·y·ttest = 24 − 2 × 0.4 × 0.602 = 23.5184 in; σhoop = 975 × 23.5184 / (2 × 0.602) = 22,930.4 / 1.204 = 19,045 psi.
  5. Limit, ¶102.3.3(c): 0.9 × 35,000 = 31,500 psi. Ratio 19,045 / 31,500 = 0.605, so the hoop check passes.
  6. Pressure at which the wall reaches the limit: 31,500 × 1.204 / 23.5184 = 37,926 / 23.5184 = 1,612.6 psig.

4 · Results PASS

Hydrostatic test pressure, 1.5 × P975psig
Pneumatic test pressure, minimum 1.2 × P780psig
Hoop stress at the hydrostatic test19,045psi
Limit, 0.9 × Sy31,500psi
Hoop stress / limit0.6046—
Test pressure at the limit1,612.6psig

5 · Verification statement

The result values above are locked as fixture leak-test-pressure.json, case “B31.1 ¶137.4.5 flat 1.5·P with the ¶102.3.3 hoop check — cold reheat NPS 24 Sch 40, P=650, Sy=35000 at test temperature”, tolerance 0.001, in the calc-core continuous verification gate (see https://pipingtoolset.com/trust/validation.html). Allowable-stress and factor data are user-supplied inputs; citations: ASME B31.1-2026, Power Piping — ¶137.4.5, required hydrostatic test pressure: not less than 1.5 times design pressure at any point, not over the maximum allowable test pressure of any non-isolated component nor the test-stress limit; 10-minute hold, then reduction to design pressure for the leak examination. Same wording in B31.1-2024. · ASME B31.1-2026 ¶102.3.3(c), During Test — hoop stress, and the sum of longitudinal stresses from test pressure and live and dead loads at test, each limited to 90% of yield strength (0.2% offset) at test temperature. This is ¶102.3.3(b) in B31.1-2024; ¶137.1.4 and ¶137.4.5 of both editions print the cross-reference as 102.3.3(b). · ASME B31.1-2026 ¶137.5.5 — pneumatic test pressure not less than 1.2 nor more than 1.5 times design pressure. ¶137.3.1 — boiler external piping tested to BPVC Section I, PG-99. ¶137.3.2 — hydrostatic test by default for nonboiler external piping. ¶137.2.6 — relief device at 1⅓ times test pressure recommended against thermal expansion of the test medium. · ASME B31.1-2026 ¶104.1.2(a), eq. (3) (eq. (7) in B31.1-2024) — the straight-pipe relation the hoop stress form is taken from. Yield strength at test temperature: ASME BPVC Section II, Part D, Table Y-1 — typed from your own copy.

SAMPLE REPORT — auto-generated from a verification fixture to show the report format. Not a project calculation. ⚠ Engineering-aid tool. Public code equations; allowable-stress and factor data are user-supplied. Results MUST be independently verified and reviewed by a qualified/licensed engineer before any design, fabrication, or operation decision.