Statements (22)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
gptkb:structural_steel_grade
|
| gptkbp:application |
structural engineering
construction |
| gptkbp:chemicalClass |
C ≤ 0.20%, Si ≤ 0.55%, Mn ≤ 1.60%, P ≤ 0.025%, S ≤ 0.025%, N ≤ 0.012%
|
| gptkbp:deliveryCondition |
normalized
|
| gptkbp:impactTestTemperature |
-20°C
|
| gptkbp:materialNumber |
1.0577
|
| gptkbp:minimumYieldStrength |
355 MPa
|
| gptkbp:standardizedBy |
gptkb:BS_EN_10025-2:2004
|
| gptkbp:symbolExplanation |
+N = normalized or normalizing rolling condition
355 = minimum yield strength in MPa J2 = 27J impact energy at -20°C S = structural steel |
| gptkbp:toughness |
improved at low temperatures
|
| gptkbp:usedIn |
bridges
columns beams general construction |
| gptkbp:weldability |
good
|
| gptkbp:bfsParent |
gptkb:A503
|
| gptkbp:bfsLayer |
7
|
| https://www.w3.org/2000/01/rdf-schema#label |
BS EN 10025-2:2004 S355J2+N
|