Formula & Engineering Reference
| Symbol | Variable | Unit (SI) |
|---|---|---|
| t | Pressure design thickness | mm |
| tm | Required minimum thickness (incl. CA) | mm |
| P | Internal design pressure | bar → MPa |
| D | Outside diameter of pipe | mm |
| S | Allowable stress at design temperature | MPa |
| E | Quality factor (weld joint efficiency) | dimensionless (0–1) |
| W | Weld joint strength reduction factor | dimensionless (0–1) |
| Y | Coefficient from B31.3 Table 304.1.1 | dimensionless |
| CA | Corrosion / erosion allowance | mm |
This calculator implements the complete pressure design equation from ASME B31.3 Section 304.1.2 for straight pipe under internal pressure.
Quality Factor E (Weld Joint Efficiency):
- E = 1.00: Seamless pipe (SMLS)
- E = 0.85: ERW (Electric Resistance Welded)
- E = 0.80: SAW / DSAW (Submerged Arc Welded)
- Refer to ASME B31.3 Table A-1B for complete values
W Factor (Weld Joint Strength Reduction): W = 1.0 for temperatures up to 482°C (900°F). For elevated-temperature service, W is reduced per ASME B31.3 Table 302.3.5. W applies only to longitudinal welds.
Y Coefficient: From ASME B31.3 Table 304.1.1. Y = 0.4 for ferritic steels at T ≤ 482°C and for austenitic steels at T ≤ 566°C. Y = 0.5 at 510°C for ferritic steels, 0.7 at ≥ 566°C. At low pressure-to-stress ratios, Y has a negligible effect.
Corrosion Allowance: Typical 1.5–3.0 mm for carbon steel. Use 0 mm for stainless steel unless specified in the Process Design Basis.
Mill Tolerance: ASME B36.10 allows ±12.5% mill tolerance. Divide calculated minimum thickness by 0.875 before selecting a schedule for final design.
Thick-Wall Limit: Valid for D/t > 6. For D/t ≤ 6, use Lamé's thick-wall equation.
- Internal pressure only; external pressure is not included
- Allowable stress from ASTM material data at room temperature; temperature derating is not applied
- W and Y values are user-supplied; verify them against the ASME B31.3 tables for your design temperature
- Thermal expansion, vibration, and fatigue not considered
- Mill tolerance (12.5%) not included; add it manually if required
- Schedule recommendation uses ASME B36.10M / B36.19M dimensional database. Verify against project-specific pipe class documents for final design.
- ASME B31.3: Process Piping Design Code
- ASME B36.10M: Welded and Seamless Wrought Steel Pipe
- ASME B36.19M: Stainless Steel Pipe
- ASTM A106: Seamless Carbon Steel Pipe for High-Temperature Service
- ASTM A312: Seamless and Welded Austenitic Stainless Steel Pipes
- ASTM A53: Pipe, Steel, Black and Hot-Dipped, Welded and Seamless
- ASTM A333: Seamless and Welded Steel Pipe for Low-Temperature Service
Pipe Schedule Engineering Guide
5 topics • Engineering referenceSelecting the right pipe schedule is one of the first decisions a piping engineer makes when designing a pressure system. The schedule determines wall thickness, which directly controls pressure capacity, pipe weight, and cost.
The process starts with the design code. For process piping, that is ASME B31.3. The designer inputs the design pressure, the pipe outside diameter (OD), the material allowable stress, quality factor, and corrosion allowance. The formula returns the minimum required wall thickness. From there, the engineer finds the lightest available schedule whose nominal wall thickness is equal to or greater than the required value.