B500A/B500B/B500C Rebar DescriptionThe differences between the, B and C designations are complex and related to structural tolerances. For steel mesh products, B500A grade steel is usually used, and for steel bars, B500B grade steel is used. B500C steel is rarely required, and it is always worthwhil
The differences between the, B and C designations are complex and related to structural tolerances. For steel mesh products, B500A grade steel is usually used, and for steel bars, B500B grade steel is used. B500C steel is rarely required, and it is always worthwhile for structural engineers to check whether B500B grade steel can be used instead of B500C, because B500C usually has a significant cost overhead.
Type B500A B500B B500C Area Smooth, Pitted, Ribbed Dents, Ribs Ribbed Delivery Form Coil, Bar, Spot Welding Steel Mesh, Lattice Beam Coil, Bar, Spot Welding Steel Mesh Nominal Center Linemm 4-16 6-50 6-50 Min. Flow Rate/Yield Limit Re(Mpa) 500 500 500 Min.Rm/Re Ratio 1.05a 1.05 1.15c;<1.35 Min. Maximum Load Elongation Agt% 3.0a,b 5.0b 7.5B, c Min. Fatigue Strength 2σad(Mpa) 100 d≤ 28mm:175 d≤ 28mm:175 Tolerance Nominal Centerline % /-4.5 /-4.5 /-4.5 Chemical Composition % C<0.22 C<0.22 C<0.22
Re,Actual value/Re,Nominal value<1.25
d>28mm:145
d>28mm:145
Ceq<0.50
Ceq<0.50
Ceq<0.50
Scope of Application
Widely used in houses, bridges, roads, especially railways and other civil engineering.
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