| ProjectSample Project — Demonstration Only | Job No.SAMPLE-001 | Client— |
| CalculationMitered Elbow Allowable Pressure Calculator (ASME B31.3 ¶304.2.3) | Calc byPiping Toolset (calc-core) | Checked byUNCHECKED — sample |
| Date2026-07-21 | Rev0 | BasisASME B31.3 ¶304.2.3 Eq. (4a)/(4b)/(4c) |
3-cut miter, half-angle 15°, S = 20,000 psi, E = 1.0, available wall Tc = 0.25 in, mean radius r2 = 4.1515 in, effective bend radius R1 = 12 in.
| Allowable stress S | 20,000 | psi |
| Quality factor E | 1.0 | — |
| Available wall Tc | 0.25 | in |
| Mean radius r2 | 4.1515 | in |
| Bend radius R1 | 12 | in |
| Half-angle θ | 15 | deg |
| Miter cuts | 3 | — |
Pm1 = (S·E·Tc/r2) · Tc / ( Tc + 0.643·tan θ·√(r2·Tc) ) (Eq. 4a)
Pm2 = (S·E·Tc/r2) · (R1 − r2) / (R1 − r2/2) (Eq. 4b)
Single miter with θ > 22.5° replaces the 0.643 coefficient with 1.25 (Eq. 4c). Tc is the wall available after tolerances and allowances, r2 the mean pipe radius, R1 the effective bend radius, θ the miter half-angle.
| Pm1 (Eq. 4a) | 707.6 | psi |
| Pm2 (Eq. 4b) | 952.5 | psi |
| Governing allowable | 707.6 | psi |
The result values above are locked as fixture miter-allowable-pressure.json, case
“3-miter, theta=15deg, Tc=0.25, r2=4.1515, R1=12, S=20000”, 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 B31.3, Process Piping — ¶304.2.3 Eq. (4a), (4b), (4c) and Eq. (5) minimum miter radius.