Matipedia
EuropeEN 10219-1· Europe

S355J2H

Cold-formed welded hollow sections (SHS, RHS, CHS): 355 MPa yield, 470–630 MPa tensile, 27 J at −20 °C.

Tensile strength Rm
470–630MPa
Confirmed3–40 mm
Elongation after fracture A
≥ 20%
Corroborated
Design yield strength fy
355MPa
Single source≤ 40 mm
Design ultimate strength fu
510MPa
Single source≤ 40 mm

All values

Strength

Yield strength ReH

ConditionValueEvidence
≥ 355MPaCorroborated

Tensile strength Rm

ConditionValueEvidence
510–680MPaCorroborated
470–630MPaConfirmed

Ductility

Elongation after fracture A

ConditionValueEvidence
≥ 20%Corroborated

Toughness

Impact energy (Charpy V) KV

ConditionValueEvidence
≥ 27JCorroborated

Design values (Eurocode)

Design yield strength fy

ConditionValueEvidence
355MPaSingle source

Design ultimate strength fu

ConditionValueEvidence
510MPaSingle source

S355J2H in other standards

Full comparison

“Equivalent” tables online usually match grades by name. This one compares the values each standard actually guarantees, so a 30 MPa gap in yield is visible before it is in your calculation.

GradeStandardMin. yield at 10 mmTensile at 10 mmMatchWhat differs
S355J2HEuropeEN 10219-1≥ 355MPa2470–630MPa3—Reference grade.
A500 Grade CUnited StatesASTM A500/A500M≥ 345MPa2≥ 425MPa2ApproximateShaped A500 Grade C guarantees 345 MPa (50 ksi) and only 425 MPa tensile; round tubes only 315 MPa (46 ksi). No impact test.
A1085United StatesASTM A1085/A1085M345–483MPa1≥ 450MPa1Approximate345 MPa (50 ksi) yield with a 70 ksi cap, 450 MPa tensile, tighter wall tolerance; designed for seismic and full-thickness design.

Not yet verified for this grade

  • Yield above 16 mm
  • EN 10210 hot-finished values

Missing on purpose: a value appears here only once a public source states it.

Sources here are public pages that reproduce EN 10219-1. For design and acceptance, the standard edition named in your specification and the inspection certificate (EN 10204 3.1) of the delivered product take precedence.