Product Details:
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Material: | High Strength Low Alloy Steel | Grade: | 500E |
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Seismic: | Seismic | Code: | AS/NZS4671 |
HRB 500E High Strength Steel Buildings Kits Deformed Seismic Reinforcing Bars
Deformed reinforcing bar is used in a range of residential, commercial and infrastructure applications from concrete slabs to prefabricated beams, columns, cages and precast products. Deformed reinforcing bar complies with all relevant Australian standards.
Deformed bar is a Class N (normal ductility) reinforcing bar used in a range of applications from reinforced concrete slabs to prefabricated beams, columns, cages and precast products. Also known as rebar, deformed bar complies with AS/NZS 4671 : 2001 Steel reinforcing materials and is available in 500 MPa from 10 mm - 40 mm bar diameters. Always consult with an engineer before choosing the bar suited for your application.
Features & benefits:
1.Removes congestion and can ease construction, eliminating the need for hooked bars.
2.Provides simple solutions for construction problems, reducing labour and material costs.
3.The system is suitable for use in thin concrete sections such as wall panels.
4.Suitable for seismic design, ReidBar is manufactured to 500E steel specification standards.
5.Ultimate strength development is possible with short embedment depths using foot plates
6.Improves structural integrity through joining of the bar with threaded connectors.
7.Creates a full strength seismic joint – connectors are designed to exceed the capacity of the high strength 500MPa bar (with the exclusion of some Reidbrace fittings).
8.Eliminates cast in starter-bars for simple transportation, handling and avoids re-bending.
Specification:
1.Normally Available Package
Pack |
HRB 500E -Plain |
HRB 500E Deformed |
50-bar pack |
- |
10-16mm |
2-tonne bundle |
10-20mm |
10-40mm |
2.Bar Lengths
Bar Diameter |
Lengths Available |
10&12mm |
6 - 12m (in 1m increments) |
16-40mm |
6 - 18m (in 1m increments) |
3.Specified Physical Properties
Yield Point(MPa) |
Tensile Ratio |
Uniform Elongation at Max. Load(%) |
500-600 |
1.15-1.40 |
min 10% |
Remark:Yield,ratio and elongation limits are characteristic values
4.Mass Tolerance
Specific Mass Tolerance for all bar diameters=nominal mass per meter±4.5%
5.Chemical Analysis
Element |
C |
S |
P |
CE* |
Max% |
0.22 |
0.050 |
0.050 |
0.49 |
*Where CE=C+Mn/6+(Cr+Mo+V)/5+(Ni+Cu)/15
Remark:All figures are weight percentage values
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