C2C 1.0314 - DIN EN 10263-2-2017

Grade	C2C
Germany W-Nr.	1.0314
Corresponding Standard	DIN EN 10263-2-2017 Steel rod, bars and wire for cold heading and cold extrusion - Part 2: Technical delivery conditions for steels not intended for heat treatment after cold working
Classification	Carbon Steel

C2C Chemical Element Composition Content (%)

Component	C	Si	Mn ^①	P	S	Al ^②
Minimum Value	-	-	0.2	-	-	0.02
Maximum Value	0.03	0.1	0.4	0.02	0.025	0.06

C2C Mechanical Properties

condition	Heat Treatment or Condition	Tensile Strength σ_b Mpa	Reduction of Area ψ %
Coil, steel bar; 5 < d ≤ 100	Hot Rolled or Untreated and Pickled (+U or +U+PE)	≤360	≥75
Steel bar, wire; 5 < d ≤ 10	Untreated and Cold Drawn (+U+C)	≤450	≥70
Steel bar, wire; 10 < d ≤ 40	Untreated and Cold Drawn (+U+C)	≥440	≥70
Steel Bar, Steel Wire; 40<d≤100	Untreated and Cold Drawn (+U+C)	≤440	≥68
Steel rods, steel wires; 2＜d≤5	Untreated, Cold Drawn, and Spheroidized (+U+C+AC)	≤310	≥80
Steel Bar, Steel Wire; 5<d≤100	Untreated, Cold Drawn, and Spheroidized (+U+C+AC)	≤300	≥80
Coil bars, steel bars; 2＜d≤5	Untreated, Cold Drawn, Spheroidized, and Flattened (+U+C+AC+LC)	≤350	≥75
Coil, steel bar; 5 < d ≤ 100	Untreated, Cold Drawn, Spheroidized, and Flattened (+U+C+AC+LC)	≤340	≥75

Approximate Comparison Table High-Quality Carbon Structural Steel

C2C Corresponding Standards(Same grade name, different standards)

Note: The data is for reference only! If you have any questions, please fill out "I want to correct it"!