Structural and constructional steels
Elements | Min.(≥) | Max.(≤) | Similar | Remarks |
---|---|---|---|---|
C | 0.33 | 0.39 | ||
Si | 0.10 | 0.40 | ||
Mn | 0.60 | 0.90 | ||
P | - | 0.035 | ||
S | - | 0.035 | ||
Cr | 0.85 | 1.15 | ||
Ni | 1.2 | 1.6 |
Structural and constructional steels
Proof strength Rp0.2 (MPa) |
Tensile strength Rm (MPa) |
Impact energy KV (J) |
Elongation at fracture A (%) |
Reduction in cross section on fracture Z (%) |
As-Heat-Treated Condition | Brinell hardness (HBW) |
---|---|---|---|---|---|---|
993 (≥) | 745 (≥) | 31 | 32 | 32 | Solution and Aging, Annealing, Ausaging, Q+T,etc | 134 |
Property | Density kg/dm3 |
Temperature T °C/F |
Specific heat J / kgK |
Thermal conductivity W/mK |
Electric resistance µΩ·cm |
Modulus of elasticity kN/mm2 |
Expansion rate |
---|---|---|---|---|---|---|---|
934 (≥) | 749 (≥) | 31 | 31 | 12 | Solution and Aging, Annealing, Ausaging, Q+T,etc | 112 | |
Temp. °C/°F |
Creep strain limit (10000h) (Rp1,0) N/mm2 |
Creep rupture strength (10000h) (Rp1,0) N/mm2 |
|||||
761 | 557 | 994 |
We can customize the production of 35 NC 6 grade, contact us for the best solution.
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