Steel and cast iron grade equivalents
Specifying one designation with no stated equivalent is how a drawing turns into a six-week mill order. These are the grades that actually appear on machine frame drawings, grouped by strength class so you can see what substitutes for what.
| Grade | Standard | Region | Yield min (MPa) | Tensile (MPa) | Note |
|---|---|---|---|---|---|
| Mild structural steel — 235–250 MPa yield | |||||
| Q235B | GB/T 700 | China | 235 | 370–500 | Most widely stocked plate in Asia |
| S235JR | EN 10025-2 | Europe | 235 | 360–510 | JR = 27 J at +20 °C |
| A36 | ASTM A36 | USA | 250 | 400–550 | North American workhorse |
| SS400 | JIS G3101 | Japan | 245 | 400–510 | No impact requirement |
| St37-2 | DIN 17100 | Germany | 235 | 340–470 | Superseded by S235JR |
| E24-2 | NF A35-501 | France | 235 | 360–510 | Superseded by S235 |
| Low-alloy structural steel — 345–355 MPa yield | |||||
| Q355B (was Q345B) | GB/T 1591 | China | 355 | 470–630 | Renamed Q355 in the 2018 revision |
| S355J2 | EN 10025-2 | Europe | 355 | 470–630 | J2 = 27 J at −20 °C |
| S355JR | EN 10025-2 | Europe | 355 | 470–630 | JR = 27 J at +20 °C |
| A572 Gr.50 | ASTM A572 | USA | 345 | 450 min | Usual US equivalent to S355 |
| SM490A | JIS G3106 | Japan | 325 | 490–610 | Weldable structural |
| St52-3 | DIN 17100 | Germany | 355 | 490–630 | Superseded by S355J2 |
| Pressure-vessel plate — guaranteed notch toughness | |||||
| Q245R | GB 713 | China | 245 | 400–520 | Normalised, impact tested |
| P265GH | EN 10028-2 | Europe | 265 | 410–530 | Elevated temperature service |
| A516 Gr.60 | ASTM A516 | USA | 220 | 415–550 | Fine-grain, notch tough |
| Q345R | GB 713 | China | 345 | 510–640 | Higher strength vessel plate |
| P355GH | EN 10028-2 | Europe | 355 | 510–650 | |
| A516 Gr.70 | ASTM A516 | USA | 260 | 485–620 | The one most often over-specified |
| Grey cast iron — machine bases and beds | |||||
| HT200 | GB/T 9439 | China | — | 200 min | Light-duty bases |
| HT250 | GB/T 9439 | China | — | 250 min | Standard machine base iron |
| HT300 | GB/T 9439 | China | — | 300 min | Higher strength beds |
| EN-GJL-250 | EN 1561 | Europe | — | 250 min | Was GG25 under DIN 1691 |
| EN-GJL-300 | EN 1561 | Europe | — | 300 min | Was GG30 |
| Class 35B | ASTM A48 | USA | — | 241 min | Roughly HT250 |
| Class 40B | ASTM A48 | USA | — | 276 min | Roughly HT300 |
| FC250 | JIS G5501 | Japan | — | 250 min | Roughly HT250 |
No grade matches that filter.
How to use these
These are practical equivalents — same strength class, comparable weldability, interchangeable on a machine frame in the great majority of cases. They are not certified substitutions. A pressure-retaining part, a fatigue-critical joint or anything governed by a customer specification needs the actual grade verified against the mill certificate.
On a machine frame the grade barely affects performance, because stiffness comes from Young's modulus and that is essentially identical — around 200 GPa — across every carbon and low-alloy steel on this table. Specifying a higher-strength grade does not make the frame stiffer. Frames are deflection-limited, not stress-limited.
The note that removes the problem
Plate: Q355B / S355J2 / A572 Gr.50, or approved equivalent with minimum yield 345 MPa. EN 10204 3.1 mill certificates required, heat numbers traceable to plates in the assembly.
One sentence, and the deviation request never has to happen. The longer argument is inchoosing a steel grade for a machine frame, and the schedule consequences are inplate availability is what sets your lead time.
Cite or link this page
Free to quote, reference or link with attribution. The calculation method is stated above so it can be checked rather than taken on trust.