Model NO.: BS4449 /ASTM A615/ HRB400/Ks
Type of Steel For Building Structure: High-Strength Steel
Carbon Structural Steel: Q235
Residential Wall Structure: Wall Stud
Application: Steel Workshop, Steel Structure Platform, Steel Fabricated House, Structural Roofing, Frame Part, Steel Walkway and Floor, Steel Structure Bridge
Length: 6~12m
Material: HRB335, HRB400
Payment Term: Tt
Price Term: CIF Fob CFR
Transport Package: Bundle,Loose and Bars or According Customer Inquir
Specification: 6-25mm
Origin: Henan, China
Product Description
Deformed steel bar
Chemical Composition
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Theorectical weight
Name |
Steel Rebar,Reinforcement Steel Bar,China Manufacture Structural Steel |
Standard |
ASTM A615 /BS BS 4449 /GB HRB/ JIS G3112 |
Grade |
HRB335, HRB400,HRB500B |
Diameter |
12mm-40mm |
Length | 6-12m |
Technique | Low temperature hot-rolling reinforcing deformed steel rebar |
Tolerance | As the standard or as your requirement |
Application | Building, construction, road, bridge,etc |
Certificated | BV |
MOQ | 500tons per size steel rebar |
Packing details | Steel rebar packed in bundle or as your requirement |
Delivery | Within 30 days after receive 30% deposit |
Payment | T/T or L/C |
Chemical Composition
Â
Â
Grade |
Technical data of the original chemical composition (%) |
|||||||
C |
Mn |
Si |
S |
P |
B |
 |
 |
|
HRB335 |
≤0.25 |
≤1.60 |
≤0.80 |
≤0.045 |
≤0.045 |
>0.0008 |
 |
 |
Physics capability | ||||||||
Yield Strength(N/cm2) |
Tensile Strength(N/cm2) |
Elongation (%) Â |
 |
|||||
≥335 |
≥490 |
≥16 |
  |
Â
Â
Grade |
Technical data of the original chemical composition (%) |
|||||||
C |
Mn |
Si |
S |
P |
V |
 |
 |
|
HRB400 |
≤0.25 |
≤1.60 |
≤0.80 |
≤0.045 |
≤0.045 |
0.04-0.12 |
 |
 |
Physics capability | ||||||||
Yield Strength(N/cm2) |
Tensile Strength(N/cm2) |
Elongation (%) Â |
 |
|||||
≥400 |
≥570 |
≥14 |
Grade |
Technical data of the original chemical composition (%) |
|||||||
C |
Mn |
Si |
S |
P |
V |
 |  | |
HRB500 |
≤0.25 |
≤1.60 |
≤0.80 |
≤0.045 |
≤0.045 |
0.04-0.12 |
 |  |
Physics capability | ||||||||
Yield Strength(N/cm2) |
Tensile Strength(N/cm2) |
Elongation (%) |
 | |||||
≥500 |
≥630 |
≥12 |
Theorectical weight
Diameter (MM) |
Cross Sectional Area (MM2) |
Theorectical Weight (KG/M) |
Weight of 12M Bar (KG) |
A Ton Contains 12M Bars (PCS) |
6 |
28.27 | 0.222 | 2.664 | 375.38 |
8 | 50.27 | 0.395 | 4.74 | 210.97 |
10 | 78.54 | 0.617 | 7.404 | 135.06 |
12 | 113.1 | 0.888 | 10.656 | 93.84 |
14 | 153.9 | 1.21 | 14.52 | 68.87 |
16 | 201.1 | 1.58 | 18.96 | 52.74 |
18 | 254.5 | 2 | 24 | 41.67 |
20 | 314.2 | 2.47 | 29.64 | 33.74 |
22 | 380.1 | 2.98 | 35.76 | 27.96 |
25 | 490.9 | 3.85 | 46.2 | 21.65 |
28 | 615.8 | 4.83 | 57.96 | 17.25 |
32 | 804.2 | 6.31 | 75.72 | 13.21 |
36 | 1018 | 7.99 | 98.88 | 10.43 |
40 | 1257 | 9.87 | 118.44 | 8.44 |
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