BS4449 Steel Reinforcement Rebar
Category:
Rebar
PRODUCT DETAILS
BS4449 is another standard for deformed steel bars, differentiated according to European standards. The steel bars falling under this standard are also hot rolled, making them suitable for general purposes, such as common construction projects. These deformed bars are available in sizes ranging from 12 mm to 30 mm in diameter, with common lengths of 9 m and 12 m. They are widely utilized in various applications including houses, bridges, roads, particularly in railways and other civil engineering projects.
Product Name | Rebar |
Diameter | 6.0mm - 50mm |
Length | Coil or customized |
Surface | Black skin, oiling, galvanized, epoxy coating, etc |
Material | HPB355,HRB400,HRB500, HRB400E, HEB500E, GR40, GR60, CA40, CA50 |
Standard | GB, GOST, ASTM, AISI, JIS, BS, DIN, EN |
Technology | Hot rolled,Cold rolled |
MOQ | 25 Tons |
Payment Terms | 30%TT advance + 70% balance |
Delivery Term | CFR, CIF, FOB, etc |
Delivery time | 7-15 Days |
Sample | Avaliable |
Minimum Order Quantity | 25Tons |
| BS 4449:97 British Rebar Specifications | |||||||||||||||
| Rated Diameter | Nominal Cross Section Area | Weight | EN To The Ribs (mm) | Longitudinal Ribs (mm) | Pitch / Step mm | Ribs Tip Distance mm | |||||||||
| Kg / m | Tolerance % | Height | Width | Height | Width | ||||||||||
| mm | m㎡ | min. | max. | min. | max. | min. | max. | min. | max. | min. | max. | min. | max. | ||
| 6 | 28.3 | 0.222 | ± 9 | 0.3 | 0.6 | 0.48 | 0.72 | 0.3 | 0.84 | 0.48 | 1.2 | 3,.0 | 4.8 | 1.5 | 2.3 |
| 8 | 50.3 | 0.395 | ± 6.5 | 0.4 | 0.8 | 0.64 | 0.96 | 0.4 | 0.84 | 0.64 | 1.6 | 4.0 | 6.4 | 2.0 | 3.1 |
| 10 | 78.5 | 0.616 | 0.5 | 1.0 | 0.8 | 1.2 | 0.5 | 0.84 | 0.8 | 2.0 | 5.0 | 8.0 | 2.5 | 3.9 | |
| 12 | 113.1 | 0.888 | ± 4.5 | 0.6 | 1.2 | 0.96 | 1.44 | 0.6 | 0.84 | 0.96 | 2.4 | 6.0 | 9.6 | 3.0 | 4.7 |
| 16 | 201.1 | 1.579 | 0.8 | 1.6 | 1.28 | 1.92 | 0.8 | 0.84 | 1.28 | 3.2 | 8.0 | 12.8 | 4.0 | 6.2 | |
| 20 | 314.2 | 2.466 | 1.0 | 2.0 | 1.6 | 2.4 | 1.0 | 0.84 | 1.6 | 4.0 | 10.0 | 16.0 | 5.0 | 7.8 | |
| 25 | 490.9 | 3.854 | 1.25 | 2.5 | 2.0 | 3.0 | 1.25 | 0.84 | 2.0 | 5.0 | 12.5 | 20.0 | 6.2 | 9.8 | |
| 32 | 804.2 | 6.313 | 1.60 | 3.2 | 2.56 | 3.84 | 1.60 | 0.84 | 2.56 | 6.4 | 16.0 | 25.6 | 8.0 | 12.5 | |
| 40 | 1256.6 | 9.864 | 2.0 | 4.0 | 3.2 | 4.8 | 2.0 | 0.84 | 3.2 | 8.0 | 20.0 | 32.0 | 10.0 | 15.7 | |
| 50 | 1963.5 | 15.413 | 2.5 | 5.0 | 4.0 | 6.0 | 2.5 | 0.84 | 4.0 | 10.0 | 25.0 | 40.0 | 12.5 | 19.6 | |
| BS 4449:97 Steel Rebar Mechanical Properties | ||||
| Quality | Akma N / mm2< | Akma / Pull Rate N/mm2 | Elongation Elasticity | Total max. % AGT |
| min. | min. | min. | min. | |
| GR 250 | 250 | Akma x 1.15 | 22 | – |
| GR 460 A | 460 | Akma x 1.05 | 12 | 2.5 |
| GR 460 B | 460 | Akma x 1.08 | 14 | 5 |
| BS 4449:97 Steel Rebar Chemical Properties | |||||
| Element | GR 250 % max. | GR 460 A / B % max. | Ribs and Marking Method | ||
| Casting | Product | Casting | Product | ![]() | |
| C | 0.25 | 0.27 | 0.25 | 0.27 | |
| P | 0.060 | 0.065 | 0.050 | 0.055 | |
| S | 0.060 | 0.065 | 0.050 | 0.055 | |
| N | 0.012 | 0.013 | 0.012 | 0.013 | |
| CE | 0.42 | 0.45 | 0.51 | 0.54 | |
| Mn Cr+Mo+V Ni+Cu | |||||
| CE = C + ————- + ——————- + —————– | |||||
| 6 5 15 | |||||
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