Differences between ASME Sec VIII Division 1 and ASME Sec VIII Division 2

Introduction to ASME Sec. VIII Div. I and II Code: ASME Section VIII Div. I and II are codes used for the design of Pressure vessels. This Code contains guidelines rules and regulation requirements for pressure vessels as follows:

  • Design
  • Materials
  • Fabrication
  • Examinations
  • Inspection
  • Testing
  • Certifications
  • Safety
  • Restrictions

These requirements mentioned may be mandatory or non-mandatory.

ASME Sec VIII Division 1 vs ASME Sec VIII Division 2

ASME Sec VIII Div. I and II codes seem the same, but they contain some key differences which we will discuss in this article.

Content ASME Sec VIII Div I ASME Sec VIII Div II
Design Method Div. I use the design-by-rule approach Div. II uses the design-by-analysis approach
Design Factor Design Factor 3.0 is used for the stress (Tensile and Yields) and temperature considerations In the case of Div. II Class I consider design factor 3.0, whereas in the case of Div. II Class II considers design factor 2.4 for the stress (Tensile and Yield) and temperature considerations.
Pressure Range Pressure upto 3000 PSIG Pressure ranges from 600 PSIG or higher (but lesser than 10000 PSIG)
Design Calculation Simpler Calculation required The descriptive calculation is required
Design Theory (for failure) Standard stress theory is used Maximum distortion energy (von mises criteria) is utilized
Testing: Material and Impact Some restriction on the material and impact testing is required until unless exempted or stated.

Refer to clause UG 20, UCS 66/67 for broad exemption.

More restrictions on the material.

Impact testing criteria remain the same as in ASME SEC VIII DIV. I

NDE (Non-Destructive Examination) requirements NDE requirements exemption is possible by increasing the design factor. NDE requirements become more stringent.

In this code Radiographic, dye penetrant, ultrasonic, and magnetic particle test is largely used.

Experimental Stress analysis In normal cases, no requirement for experimental Stress analysis Experimental Stress analysis is introduced and may be subject to requirements.
Welding and fabrication Different types of weld options (Including butt weld and others) Butt weld and high penetration (Including Non – Pressure attachment welds) welds are preferred.
Fatigue analysis Fatigue analysis is not mandatory. AD-160 is used for fatigue analysis.
Hydrostatic test pressure The hydrostatic test pressure is 1.3 times of design pressure. The hydrostatic test pressure is 1.25 times of design pressure.
Hydrotest Stress Calculation Hydrotest Stress is not limited up to a specific limit and partial penetration welds are allowed. Calculation of Hydrotest Stress is a mandatory requirement and welds of full penetration are required.
Material Cost High material cost Lower material cost
Allowable stress value at design temperature (same for both cases) Lower which means a higher design margin. Higher which means lower design margin.
Shell Thickness at design pressure (same for both cases) Thicker Thinner
Equations for Thickness calculation at minimum design pressure t = PD/2S -1.2P t = D/2{Exp (P/S) – 1}
Vessels produced annually (Nos.) Larger Lower
Manufacturers Manufacturers have to submit data reports along with declaration compliance. Data report, design certifying report (Specification and code) Compliance.
Code stamping and Marking U code stamp with marking as

W, B, P; RES, L, DF, UB, HT & RT

U2 Code stamping with marking HT

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