This guide focuses on stainless steel metric bolt classes—A2-50, A2-70, A4-80, and Class 100—what their head markings mean, and how their yield and tensile strength compare. We also include quick US/SAE context and a printable PDF.

Download: Printable Stainless Steel Strength Chart (PDF)

Key terms (quick definitions)
  • Proof load: maximum axial load a bolt can withstand without permanent set (often “N/A” for stainless classes).
  • Yield strength: stress where permanent deformation begins.
  • Tensile strength: minimum ultimate stress before fracture.
  • Conversion: 1 MPa = 1 N/mm² ≈ 145 PSI.

Stainless Steel Classes & Mechanical Properties

Values below reflect the commonly used minimums for popular stainless classes. Always verify against your specific standard and drawing.

Head Marking Metric Class Proof Load
(MPa)
Min Yield
(MPa)
Min Tensile
(MPa)
Notes
Head marking: Stainless Class 100 Class 100 800 1,000 Strongest stainless here; uncommon in the market.
Head marking: A4-80 A4-80 (SS) N/A 600 800 ≈316 stainless; marine/corrosive environments.
Head marking: A2-70 A2-70 (SS) N/A 450 700 ≈304 / 18-8; most common stainless class.
Head marking: A2-50 A2-50 (SS) N/A 210 500 As-formed (soft). Not cold-worked for higher strength.

About “equivalents” (US vs Metric)

US/SAE grades (e.g., Grade 8, Grade 5, Grade 2) and metric classes use different systems. Numbers may look similar, but they are not strict 1:1 equivalents. For mixed benches, these typical minimum tensile strengths are often cited for context:

US / SAE Grade Min Tensile (PSI) Approx (MPa) Closest Stainless Class (context only)
Grade 8 150,000 ≈ 1,034 (None direct)
Grade 5 120,000 ≈ 827 A4-80 (context)
Grade 2 74,000 ≈ 510 A2-50 (context)
Practical notes
  • Corrosion: A4 (≈316) offers better chloride resistance than A2 (≈304).
  • Galling risk: stainless-to-stainless threads can seize; use anti-seize and proper speed. See our guide on thread galling prevention.
  • Magnetism: cold-worked stainless (e.g., A2-70) can show slight magnetism—normal and not a defect.
  • Torque: always follow the drawing/spec; for socket screws see our Metric Socket Screw Torque Chart.
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