Steel Rebar Used in Construction BS4449 /ASTM A615/ HRB400
China Steel Rebar Used in Construction BS4449 /ASTM A615/ HRB400, Find details about China Deformed Steel Bar, Rebar from Steel Rebar Used in Construction BS4449 /ASTM A615/ HRB400
Basic Info.
Model NO.
HRB400/500
Carbon Structural Steel
Q235
Residential Wall Structure
Wall Stud
Application
Steel Workshop, Steel Structure Platform, Steel Fabricated House, Frame Part, 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
Model NO.
HRB400/500
Carbon Structural Steel
Q235
Residential Wall Structure
Wall Stud
Application
Steel Workshop, Steel Structure Platform, Steel Fabricated House, Frame Part, 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 Desciption
Product Description
Deformed steel bar
Chemical Composition
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
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 (%) | ||||||
≥335 | ≥490 | ≥16 | ||||||
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 (%) | ||||||
≥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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