Steel
Structural plate, sections and bars to EN, ASTM, JIS, GB, CSA, AS/NZS, IS and GOST.
Mild structural steel
How the S235 equivalents compareMinimum yield 235–300 MPa. Ordinary carbon steel, easy to weld, cut and form — and its counterparts in other countries.
| Grade | Standard | Yield strength at 10 mm | Tensile strength | Closest to | Evidence |
|---|---|---|---|---|---|
| A36 The classic US carbon structural steel: 36 ksi (250 MPa) yield, 58–80 ksi (400–550 MPa) tensile. | ≥ 250 MPa3 | 400–550 MPa3 | S235Approximate |
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Higher-strength structural steel — the 355 MPa class
How the S355 equivalents compareS355 and every grade the world lists against it, compared on what each standard guarantees. Some “equivalents” fall short; their yield shows it.
| Grade | Standard | Yield strength at 10 mm | Tensile strength | Closest to | Evidence |
|---|---|---|---|---|---|
| A572 Grade 50 The common US high-strength structural plate: 50 ksi (345 MPa) yield, 65 ksi (450 MPa) tensile. | ≥ 345 MPa4 | ≥ 450 MPa4 | S355Approximate |
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| A992 The standard US steel for wide-flange beams: 50 ksi (345 MPa) yield, 65 ksi (450 MPa) tensile, Fy/Fu ≤ 0.85. | ≥ 345 MPa2 | ≥ 450 MPa2 | S355Approximate |
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Hollow sections (SHS, RHS, CHS)
How the S355J2H equivalents compareSquare, rectangular and circular tubes for columns, trusses and frames. Note the different design fu.
| Grade | Standard | Yield strength | Tensile strength | Closest to | Evidence |
|---|---|---|---|---|---|
| A500 Grade C The usual US HSS grade: 50 ksi (345 MPa) yield shaped, 46 ksi (315 MPa) round, 62 ksi (425 MPa) tensile. | ≥ 345 MPa2 | ≥ 425 MPa2 | S355J2HApproximate |
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| A1085 US HSS with a yield cap: 50–70 ksi (345–483 MPa), 65 ksi (450 MPa) tensile, same for round and shaped. | 345–483 MPa1 | ≥ 450 MPa1 | S355J2HApproximate |
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Thin-walled steel — coated sheet for cold-formed sections
How the S350GD equivalents compareGalvanized and metallic-coated sheet, usually 0.4–3 mm, roll-formed into purlins, rails, studs, decking and cladding. Designed to EN 1993-1-3, AISI S100 or AS/NZS 4600. The full-hard grades (S550GD, G550, SS Grade 80) are strong but have almost no elongation.
| Grade | Standard | Yield strength | Tensile strength | Closest to | Evidence |
|---|---|---|---|---|---|
| A653 SS Grade 33 US galvanized structural sheet: 230 MPa yield, 310 MPa tensile, 20 % elongation in 2 in.. | ≥ 230 MPa2 | ≥ 310 MPa2 |
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| A653 SS Grade 37 US galvanized structural sheet: 255 MPa yield, 360 MPa tensile, 18 % elongation in 2 in.. | ≥ 255 MPa2 | ≥ 360 MPa2 |
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| A653 SS Grade 40 US galvanized structural sheet: 275 MPa yield, 380 MPa tensile, 16 % elongation in 2 in.. | ≥ 275 MPa1 | ≥ 380 MPa1 |
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| A653 SS Grade 50 Class 1 US counterpart of S350GD: 50 ksi (340 MPa) yield, 65 ksi (450 MPa) tensile for Class 1. | ≥ 340 MPa2 | ≥ 450 MPa1 | S350GDApproximate |
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| A653 SS Grade 80 US full-hard structural sheet: 80 ksi (550 MPa) yield, 82 ksi (570 MPa) tensile, no elongation requirement. | ≥ 550 MPa1 | ≥ 570 MPa1 | S550GDClose match |
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Reinforcing steel (rebar)
Bars for reinforced concrete. Ductility is the point: the classes differ in how much the bar hardens (Rm/Re) and stretches (Agt) before it breaks.
| Grade | Standard | Yield strength | Elongation at maximum force | Evidence |
|---|---|---|---|---|
| A615 Grade 60 The common US rebar: 60 ksi (420 MPa) yield. Not intended for welding; use A706 where welding or seismic ductility matters. | ≥ 420 MPa2 | pending |
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| A706 Grade 60 US low-alloy weldable rebar for seismic design: yield 60–78 ksi (420–540 MPa), tensile ≥ 80 ksi and ≥ 1.25 × actual yield. | 420–540 MPa1 | pending |
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Structural bolts
How the Property class 8.8 equivalents compareBolt property classes and their US counterparts. Class 8.8: 800 MPa tensile, 0.8 × 800 = 640 MPa yield.
| Grade | Standard | Yield strength | Tensile strength | Closest to | Evidence |
|---|---|---|---|---|---|
| F3125 Grade A325 US heavy-hex structural bolt: 120 ksi (827 MPa) tensile, 92 ksi (634 MPa) yield. A325 now lives inside F3125. | ≥ 634 MPa2 | ≥ 827 MPa2 | Property class 8.8Close match |
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| F3125 Grade A490 US high-strength structural bolt: 150–173 ksi (1034–1193 MPa) tensile, 130 ksi (896 MPa) yield. | ≥ 896 MPa2 | 1 034–1 193 MPa2 | Property class 10.9Close match |
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Planned groups
- Very high-strength plate (S690Q, A514)
- Rebar: HRB400/500 (GB 1499.2), 500N (AS/NZS 4671), SD390 (JIS)
- Stainless and weathering steel
Standards for steel
EN 10025-2:2019
EN 1993-1-1:2005+AC:2009
EN 1991-1-1
EN 10346:2015
EN 1993-1-3
EN 10025-3:2019
EN 10025-4:2019
EN 10219-1
BS 4449:2005+A3:2016
ASTM A36/A36M
ASTM A992/A992M
ASTM A500/A500M
ASTM A1085/A1085M
ASTM A615/A615M
ASTM A706/A706M
ISO 898-1
ASTM F3125/F3125M
GB/T 700
JIS G 3101
DIN 17100
ASTM A572/A572M
JIS G 3106
GB/T 1591-2018
CSA G40.21
AS/NZS 3678:2016
IS 2062:2011
GOST 27772-2015
GOST 19281-2014
ASTM A653/A653M
AS 1397
JIS G 3302