Matipedia

Steel

Structural plate, sections and bars to EN, ASTM, JIS, GB, CSA, AS/NZS, IS and GOST.

Minimum yield 235–300 MPa. Ordinary carbon steel, easy to weld, cut and form — and its counterparts in other countries.

GradeStandardYield strength at 10 mmTensile strengthClosest toEvidence
A36

The classic US carbon structural steel: 36 ksi (250 MPa) yield, 58–80 ksi (400–550 MPa) tensile.

United StatesASTM A36/A36M≥ 250 MPa3400–550 MPa3S235Approximate
Confirmed
2
Corroborated
1
Single source
2
Disagreements explained
1

Higher-strength structural steel — the 355 MPa class

How the S355 equivalents compare

S355 and every grade the world lists against it, compared on what each standard guarantees. Some “equivalents” fall short; their yield shows it.

GradeStandardYield strength at 10 mmTensile strengthClosest toEvidence
A572 Grade 50

The common US high-strength structural plate: 50 ksi (345 MPa) yield, 65 ksi (450 MPa) tensile.

United StatesASTM A572/A572M≥ 345 MPa4≥ 450 MPa4S355Approximate
Confirmed
3
Corroborated
4
Single source
2
Disagreements explained
4
A992

The standard US steel for wide-flange beams: 50 ksi (345 MPa) yield, 65 ksi (450 MPa) tensile, Fy/Fu ≤ 0.85.

United StatesASTM A992/A992M≥ 345 MPa2≥ 450 MPa2S355Approximate
Corroborated
4
Single source
2

Hollow sections (SHS, RHS, CHS)

How the S355J2H equivalents compare

Square, rectangular and circular tubes for columns, trusses and frames. Note the different design fu.

GradeStandardYield strengthTensile strengthClosest toEvidence
A500 Grade C

The usual US HSS grade: 50 ksi (345 MPa) yield shaped, 46 ksi (315 MPa) round, 62 ksi (425 MPa) tensile.

United StatesASTM A500/A500M≥ 345 MPa2≥ 425 MPa2S355J2HApproximate
Corroborated
3
Single source
5
A1085

US HSS with a yield cap: 50–70 ksi (345–483 MPa), 65 ksi (450 MPa) tensile, same for round and shaped.

United StatesASTM A1085/A1085M345–483 MPa1≥ 450 MPa1S355J2HApproximate
Single source
3

Thin-walled steel — coated sheet for cold-formed sections

How the S350GD equivalents compare

Galvanized 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.

GradeStandardYield strengthTensile strengthClosest toEvidence
A653 SS Grade 33

US galvanized structural sheet: 230 MPa yield, 310 MPa tensile, 20 % elongation in 2 in..

United StatesASTM A653/A653M≥ 230 MPa2≥ 310 MPa2
Corroborated
3
A653 SS Grade 37

US galvanized structural sheet: 255 MPa yield, 360 MPa tensile, 18 % elongation in 2 in..

United StatesASTM A653/A653M≥ 255 MPa2≥ 360 MPa2
Corroborated
3
A653 SS Grade 40

US galvanized structural sheet: 275 MPa yield, 380 MPa tensile, 16 % elongation in 2 in..

United StatesASTM A653/A653M≥ 275 MPa1≥ 380 MPa1
Single source
3
A653 SS Grade 50 Class 1

US counterpart of S350GD: 50 ksi (340 MPa) yield, 65 ksi (450 MPa) tensile for Class 1.

United StatesASTM A653/A653M≥ 340 MPa2≥ 450 MPa1S350GDApproximate
Corroborated
2
Single source
6
Disagreements explained
1
A653 SS Grade 80

US full-hard structural sheet: 80 ksi (550 MPa) yield, 82 ksi (570 MPa) tensile, no elongation requirement.

United StatesASTM A653/A653M≥ 550 MPa1≥ 570 MPa1S550GDClose match
Single source
2
Disagreements explained
1

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.

GradeStandardYield strengthElongation at maximum forceEvidence
A615 Grade 60

The common US rebar: 60 ksi (420 MPa) yield. Not intended for welding; use A706 where welding or seismic ductility matters.

United StatesASTM A615/A615M≥ 420 MPa2pending
Corroborated
2
Single source
1
Disagreements explained
1
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.

United StatesASTM A706/A706M420–540 MPa1pending
Single source
4

Bolt property classes and their US counterparts. Class 8.8: 800 MPa tensile, 0.8 × 800 = 640 MPa yield.

GradeStandardYield strengthTensile strengthClosest toEvidence
F3125 Grade A325

US heavy-hex structural bolt: 120 ksi (827 MPa) tensile, 92 ksi (634 MPa) yield. A325 now lives inside F3125.

United StatesASTM F3125/F3125M≥ 634 MPa2≥ 827 MPa2Property class 8.8Close match
Corroborated
2
Single source
1
Disagreements explained
1
F3125 Grade A490

US high-strength structural bolt: 150–173 ksi (1034–1193 MPa) tensile, 130 ksi (896 MPa) yield.

United StatesASTM F3125/F3125M≥ 896 MPa21 034–1 193 MPa2Property class 10.9Close match
Corroborated
2

Planned groups

  • Very high-strength plate (S690Q, A514)
  • Rebar: HRB400/500 (GB 1499.2), 500N (AS/NZS 4671), SD390 (JIS)
  • Stainless and weathering steel