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S355K2G3 Plates

S355K2G3 Plates

Product Details:

  • Tensile Strength 355 MPa (minimum)
  • Material Composition % Structural Steel Alloys
  • Corrosion Resistant Yes
  • Recyclable Yes
  • Coating Type Uncoated
  • Product Form Plate
  • Heat Resistance Good
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S355K2G3 Plates Product Specifications

  • Customizable based on requirement
  • Yes
  • Smooth
  • Varies based on dimensions
  • 355 MPa (minimum)
  • Structural Steel
  • S355K2G3
  • Structural Steel Alloys
  • Grey
  • Construction Engineering and Structural Applications
  • Uncoated
  • Yes
  • Customizable based on requirement
  • S355K2G3
  • Plate
  • Low Alloy High Strength Steel
  • Good
  • EN 10025
  • High
  • Iron with Carbon Manganese and Structural Alloys
  • Rectangle

Product Description

EQUIVALENT GRADE OF S355K2G3 PLATE

EN 10025-2Steel NumberDIN 17100NPJISAFNORBS
S355K2G31.0595-Fe510-DDSM490YBE36-450DD

SPECIFICATION

ItemS355K2G3 - Offshore & Structural Steel Plate
Thickness5mm-150mm
Width1000mm-4500mm
Length3000mm-18000mm or as customs request
MaterialEn 10025-2 Steel Plate, S355K2G3 Steel Plate
Techniquehot rolled
StandardEN 10025-2: 2004

CHEMICAL COMPOSITION OF S355K2G3 PLATE

GradeCSiMnPSCuCEV
S355K2G30.23-0.240.600 max.1.700 max.0.035 max.0.035 max.0.060 max.< 0.47

MECHANICAL PROPERTIES OF S355K2G3 PLATE

Thickness
Yield StrengthReH[N/mm2]
transv.min.
TensileStrengthRm[N/mm2]transv.
Fracture Elongation[%]transv. min.
Notch Impact
Energy1)Ch Vcomplete samplelongitud. min [J]
t 16mm
t >16mm
355
345
 
 
-20 degree
40J
   t < 3mm
    3mm
 
510-680
490-630
 
Up to 1.5mm
1.51-2.00mm
2.01-2.50mm
2.51-2.99mm
  3mm
 
 
13
14
15
16
20

FAQs of S355K2G3 Plates:


Q: What is the application of S355K2G3 Plates?

A: Construction Engineering and Structural Applications.

Q: What is the steel type of S355K2G3 Plates?

A: Low Alloy High Strength Steel.

Q: Is S355K2G3 Plates corrosion resistant?

A: Yes.

Q: What is the tensile strength of S355K2G3 Plates?

A: 355 MPa (minimum).

Q: What is the material grade of S355K2G3 Plates?

A: S355K2G3.

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