SS400 vs SM400: Why Japan’s Two “Same-Strength” Structural Steels Are Not Interchangeable
SS400 and SM400 both deliver 400–510 MPa tensile strength, yet specifying the wrong one for a welded structure can invalidate your welding procedure, fail a government inspection, or cause a hydrogen-induced crack weeks after fabrication. This guide explains the difference — and what to order when sourcing outside Japan.
Note for International Readers: JIS vs. Global Standards
Both SS400 and SM400 are JIS designations. They do not appear by these names in ASTM, EN, or DIN catalogs. The equivalence is more nuanced than a simple 1-to-1 mapping, because the distinction between the two grades — guaranteed weldability — is handled differently in Western standards.
How to Read These JIS Codes
| Grade | Code Breakdown | Meaning |
|---|---|---|
| SS400 | SS = Structural Steel; 400 = min. tensile strength (MPa) | General structural rolled steel — no composition or weldability guarantee |
| SM400 | SM = Steel for Marine/welded structure; 400 = min. tensile (MPa); A/B/C = impact grade | Weldable structural rolled steel — carbon and Ceq controlled |
Grade Equivalents Overview
| JIS Grade | ASTM (USA) | EN (Europe) | Key Characteristic | Match Type |
|---|---|---|---|---|
| SS400 | A36 | S235JR / S275JR | No carbon or Ceq limit; weldability not guaranteed by spec | Nearest Equivalent |
| SM400A | A36 | S275JR | C ≤ 0.23%; Ceq not specified; light weldability improvement | Nearest Equivalent |
| SM400B ★ | A572 Gr.42 / A36 + Ceq control | S275JR (with EN Ceq) | Ceq ≤ 0.36%; impact at 0°C / 27 J; standard fabrication grade | Nearest Equivalent |
| SM400C | A572 Gr.42 + impact supplement | S275J0 / S275J2 | Ceq ≤ 0.36%; impact at −5°C / 47 J; cold-climate grade | Nearest Equivalent |
| SN400B (ref.) | A992 | S275 seismic | Yield-to-tensile ratio controlled; seismic use | Nearest Equivalent |
| SMA400 (ref.) | A588 | S355J0WP | Weathering steel; unpainted bridges | Nearest Equivalent |
The Carbon Equivalent (Ceq) — The Core Difference
The key metric that separates SM400 from SS400 is the Carbon Equivalent (Ceq), calculated as:
A higher Ceq means higher susceptibility to hydrogen-induced cracking (cold cracking) in the heat-affected zone (HAZ). SM400B/C guarantees Ceq ≤ 0.36%, which is the threshold commonly used to justify preheat-free welding for thicknesses up to 25 mm.
How Ceq Compares Across Standards
| Grade | Ceq limit | Practical meaning |
|---|---|---|
| SS400 | Not specified | Cannot guarantee preheat-free welding; Ceq may exceed 0.45% |
| SM400B / SM400C | ≤ 0.36% | Documented basis for preheat-free welding; WPS can be written with confidence |
| ASTM A36 | ~0.40–0.45% (not in spec; inferred from C + Mn limits) | Weldable in practice, but Ceq is not a guaranteed deliverable |
| EN S275JR | ≤ 0.45% (t ≤ 40 mm) | More permissive than SM400B; preheat may still be needed for thick sections |
1. Grade Codes and Standard Positioning
| Item | SS400 | SM400A | SM400B | SM400C |
|---|---|---|---|---|
| JIS Standard | G 3101 | G 3106 | ||
| Standard name | General structural rolled steel | Rolled steels for welded structure | ||
| Composition specified? | No | Partial (C, P, S) | Yes (C, Mn, P, S, Ceq) | Yes (C, Mn, P, S, Ceq) |
| Weldability guaranteed? | No | Limited | Yes | Yes |
| Impact test required? | No | No | 0°C, ≥27 J | −5°C, ≥47 J |
2. Composition and Mechanical Properties — Same Numbers, Different Guarantees
| Element / Property | SS400 | SM400A | SM400B | SM400C |
|---|---|---|---|---|
| C (Carbon) % | Not specified | ≤ 0.23 | ≤ 0.20 | ≤ 0.18 |
| Mn (Manganese) % | Not specified | ≥ 2.5×C% | 0.60–1.40 | 0.60–1.40 |
| P (Phosphorus) % | ≤ 0.050 | ≤ 0.035 | ≤ 0.035 | ≤ 0.035 |
| S (Sulfur) % | ≤ 0.050 | ≤ 0.035 | ≤ 0.035 | ≤ 0.035 |
| Ceq % | Not specified | Not specified | ≤ 0.36 | ≤ 0.36 |
| Tensile strength (MPa) | 400–510 | 400–510 | 400–510 | 400–510 |
| Yield point (t ≤ 16 mm) | ≥ 245 MPa (36 ksi) | ≥ 245 MPa | ≥ 245 MPa | ≥ 245 MPa |
| Charpy impact test | Not required | Not required | 0°C, ≥ 27 J (20 ft·lbf) | −5°C, ≥ 47 J (35 ft·lbf) |
Sources: JIS G3101:2015, JIS G3106:2017
3. Three Situations Where SS400 Causes Real Problems
Situation 1: Thick-plate welded structures (t > 16 mm)
When welding plates thicker than 16 mm (0.63 in), the carbon content and heat input must be controlled to prevent HAZ cold cracking. Because SS400 has no carbon upper limit, the Welding Procedure Specification (WPS) cannot be written with a clear basis for eliminating preheat. A mill certificate saying “SS400” tells you nothing about whether Ceq is 0.30% or 0.48% — and the difference determines whether you need to preheat to 50°C or 150°C (122°F or 302°F).
Situation 2: Government-specified and structural-permit work
In Japan, bridges, buildings requiring confirmation (建築確認), and public infrastructure typically mandate SM-series or SN-series steel by specification. Submitting SS400 mill sheets for an SM400B requirement will fail the acceptance inspection — regardless of the actual tensile properties.
Situation 3: Overseas procurement and third-party inspection
When sourcing internationally, SS400’s undefined carbon spec allows carbon contents above 0.28% from some producers. If a weld cracking incident occurs, the absence of Ceq documentation creates a grey area for liability. SM400B’s Ceq ≤ 0.36% is verifiable from the mill certificate and provides a clear chain of quality evidence.
4. SM400B and the Ceq Guarantee — The Basis for Preheat-Free Welding
SM400A vs SM400B vs SM400C — Which to Specify?
| Grade | Typical use case | Distinguishing feature |
|---|---|---|
| SM400A | Light indoor structures, ambient temperature, light welding | C ≤ 0.23%; no Ceq, no impact guarantee. Rare in practice. |
| SM400B ★ Standard | General fabricated structures, building frames, industrial equipment | Ceq ≤ 0.36%; 0°C impact test. The de facto standard for welded structural steel in Japan. |
| SM400C | Cold-climate construction (Hokkaido), LNG-adjacent structures, important weldments | Ceq ≤ 0.36%; −5°C / 47 J (35 ft·lbf) impact. More demanding impact requirement than B. |
5. Substitution Possibility Matrix
| Substitution direction | OK? | Basis |
|---|---|---|
| SS400 → SM400B | ◎ Yes | SM400B is a functional upgrade; no restrictions |
| SM400B → SS400 (bolted, ambient, no impact) | △ Conditional | Only if: no welding, ambient temperature, no impact loading — and documented approval from the designer |
| SM400B → SS400 (welded structure) | ✕ No | JIS G3106 weldability requirement cannot be met with SS400 |
| SM400B → SM400A | △ Conditional | Ambient, light welding, no impact requirement only |
| SM400B → SN400B | ○ Yes (over-specified) | SN400B adds yield-ratio control for seismic use; functionally compatible but overkill for non-seismic work |
6. Procurement and Design Checklist
For designers:
- Does the part have any welded joints? → If yes, specify SM400B as a minimum
- Is plate thickness > 16 mm (0.63 in)? → Verify Ceq on mill certificate
- Is the part used in temperatures below 0°C (32°F)? → Specify SM400B or SM400C
- Is this a public works or building-permit project? → Check whether SM or SN material is mandated
- Is there a possibility of overseas procurement? → Make SM400B (or equivalent with Ceq ≤ 0.36%) a contractual requirement
For procurement / purchasing:
- When SS400 is specified: confirm whether welding is involved before placing the order
- For SM400B/C: verify the Ceq value on the mill certificate before accepting delivery
- When substituting from stock: obtain written designer approval before using SS400 in place of SM400B
- For overseas-sourced material: require individual heat analysis and Ceq documentation, not just tensile certification
- Provide separate line items in quotations when spec differences affect price
7. JIS and International Standard Cross-Reference
| Material | JIS Standard | Tensile (MPa) | Ceq controlled? | Impact test | Typical application |
|---|---|---|---|---|---|
| SS400 | G 3101 | 400–510 | No | No | Non-welded, general purpose |
| SM400A | G 3106 | 400–510 | No | No | Light welded, ambient |
| SM400B | G 3106 | 400–510 | Yes (≤0.36%) | 0°C / 27 J | Standard welded structures |
| SM400C | G 3106 | 400–510 | Yes (≤0.36%) | −5°C / 47 J | Cold-climate structures |
| SN400B | G 3136 | 400–510 | Yes | Yes | Seismic structural steel |
| SMA400 | G 3114 | 400–510 | Yes | Yes | Weathering steel, unpainted bridges |
| ASTM A36 | ASTM A36M | 400–550 | No (≤0.45% inferred) | No | General structural (USA) |
| EN S275JR | EN 10025-2 | 370–530 | Yes (≤0.45%) | 20°C / 27 J | General structural (Europe) |
| EN S275J0 | EN 10025-2 | 370–530 | Yes (≤0.43%) | 0°C / 27 J | Low-temp structural (Europe) |
Sources: JIS G3101:2015, JIS G3106:2017, JIS G3136:2012, ASTM A36/A36M-19, EN 10025-2:2019
8. Application Guide: Which Grade to Specify
| Application | Recommended grade | Reason |
|---|---|---|
| Bolted frame or base (no welding) | SS400 (≈ A36) | Weldability guarantee not needed; lowest cost |
| Thin plate (t ≤ 6 mm), light welding | SS400 | Low C content effect at thin gauges; acceptable in practice |
| Thick plate (t > 16 mm), welded | SM400B | Ceq guarantee essential for HAZ crack prevention |
| Building frame (permit required) | SM400B / SN400B | Specification mandate; SM400B is minimum |
| Bridge or public works | SM400B / SM400C | Public specification requirement |
| Outdoor or cold-climate (-5°C and below) | SM400B or SM400C | Impact value required at low temperature |
| Overseas-sourced material | SM400B equivalent with Ceq ≤ 0.36% documented | Prevents undocumented high-C heats from entering the supply chain |
| Seismic design structure | SN400B / SN400C | Yield-to-tensile ratio control required for ductile seismic behavior |
Summary
- SS400 and SM400 have identical tensile strength (400–510 MPa) and yield point (≥245 MPa) — the difference is entirely in composition control and weldability guarantees.
- SS400 specifies no carbon content or Ceq, making it unsuitable as a basis for preheat-free welding in thick-plate or structural applications.
- SM400B guarantees Ceq ≤ 0.36% and 0°C impact (27 J), providing a documented, verifiable basis for weld procedure qualification. SM400B is the practical standard for fabricated welded structures in Japan.
- The first design decision: “Is there welding?” → Yes → SM400B minimum. No → SS400 is acceptable.
- SM400B ≠ A36. ASTM A36 is the nearest equivalent but does not guarantee Ceq ≤ 0.36% by specification. For overseas procurement matching SM400B, explicitly require maximum Ceq ≤ 0.36% on the purchase order.
- Substituting SM400B → SS400 for a welded structure is not acceptable under Japanese JIS practice, even if the actual tensile properties are the same.
- Mill certificate (ミルシート) verification is mandatory, especially for overseas-sourced material — tensile strength alone does not confirm Ceq compliance.
Original article (Japanese): SS400とSM400について調べてみた — tasuichi.jp

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