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B500A Reinforcing Steel — Properties, Standards & Use | Steel Rebar Germany

DIN 488 · EN 10080 · B500A Grade

B500A Reinforcing Steel

B500A rebar delivers 500 MPa minimum yield strength with normal ductility — the preferred grade for welded mesh and automated coil processing. Available from Germany with full Mill Test Certificate and export documentation.

DIN 488 · EN 10080 Mill Test Certificate EN 10204 3.1 Worldwide export

What Is B500A Rebar?

B500A reinforcing steel is the normal-ductility grade of the European B500 family, defined under DIN 488 (Germany) and EN 10080 (European reinforcing steels). The designation breaks down as: B = reinforcing steel, 500 = 500 MPa characteristic yield strength (fyk), A = normal ductility class.

Its key mechanical parameters are: minimum yield strength fyk ≥ 500 MPa, tensile-to-yield ratio k ≥ 1.05, and uniform elongation at maximum force Agt ≥ 2.5 %. These properties make B500A well suited to applications where the reinforcement is not expected to undergo significant plastic hinging, and where the efficient production of coils and welded mesh panels is a priority.

Typical Product Forms

Because B500A is predominantly produced by cold-rolling or cold-drawing, it is most commonly supplied as:

  • Reinforcing coils — diameters 6–16 mm, for feeding automated stirrup benders and mesh welding lines.
  • Welded reinforcing mesh (Betonstahlmatten) — standard square or rectangular panels to DIN 488-4, produced from B500A wire.
  • Straight bars — less common in B500A, but available for specific project requirements.

The hot-rolled workhorse for straight bars is B500B, while the seismic-grade variant is B500C. See our steel grades overview for a full side-by-side comparison.

B500A Mechanical & Dimensional Specifications

Key parameters per DIN 488 / EN 10080 for project specification and mill certificate verification.

PropertyB500A ValueStandard Reference
Characteristic yield strength fyk≥ 500 MPaDIN 488 / EN 10080
Tensile-to-yield ratio k = ft/fy≥ 1.05EN 1992-1-1 (Eurocode 2)
Uniform elongation Agt≥ 2.5 %DIN 488 / EN 10080
Ductility classA (normal)EN 1992-1-1
WeldabilityYes (Ceq controlled)DIN EN ISO 17660
SurfaceRibbed (deformed)DIN 488
Common diameters (coil)6, 8, 10, 12, 14, 16 mmDIN 488

Weight per metre follows the formula kg/m = d²(mm) × 0.00617. For reference: 8 mm = 0.395 kg/m · 10 mm = 0.617 kg/m · 12 mm = 0.888 kg/m · 16 mm = 1.58 kg/m.

B500A vs B500B: Choosing the Right Grade

Both grades share the same 500 MPa yield floor — the differences lie in ductility and production method.

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B500A — Normal Ductility

k ≥ 1.05, Agt ≥ 2.5 %. Produced primarily cold-rolled. Ideal for mesh and automated stirrup production. Use in members designed to Eurocode 2 Class A ductility.

See grade comparison →
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B500B — High Ductility

k ≥ 1.08, Agt ≥ 5.0 %. Hot-rolled straight bars, the general-purpose workhorse for slabs, columns, beams and retaining structures. Eurocode 2 Class B.

Explore B500B →
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B500C — Seismic Ductility

1.15 ≤ k < 1.35, Agt ≥ 7.5 %. For high-seismicity zones and critical structures. Eurocode 2 Class C; specified in EN 1998 (Eurocode 8).

Explore B500C →
Grade comparisons above are based on published DIN 488 / EN 10080 standards. Always verify the applicable grade with your structural engineer and local building authority before specifying.

Export Documentation & Compliance

Every B500A shipment from Steel Rebar Germany is supported by the documentation international projects require.

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Mill Test Certificate

EN 10204 3.1 inspection document with heat number, chemical analysis and mechanical test results traceable to the coil/bar lot.

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Certificate of Origin

German or EU origin documentation for customs clearance and import duty calculations in destination countries.

CE / Declaration of Performance

Conformity documentation supporting the CE marking required for construction products placed on the EU market.

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Seaworthy Packing

Bundles in seaworthy steel strapping, typically ~2 t units, suitable for container or break-bulk shipment.

Frequently Asked Questions — B500A Rebar

What does the “A” in B500A mean?
The letter designates the ductility class as defined in EN 1992-1-1 (Eurocode 2) and DIN 488. Class A is “normal ductility,” characterised by a tensile-to-yield ratio k ≥ 1.05 and uniform elongation Agt ≥ 2.5 %. Class B (B500B) requires k ≥ 1.08 and Agt ≥ 5.0 %; Class C (B500C) requires 1.15 ≤ k < 1.35 and Agt ≥ 7.5 %.
Is B500A the same as BSt 500 S?
No — BSt 500 S is the older German legacy designation equivalent to B500B (high ductility), not B500A. BSt 500 S specified k ≥ 1.08 and Agt ≥ 5 %, which maps to the B class in the current European system. B500A is a lower ductility class primarily used for mesh and coil wire.
Can B500A be used in seismic design?
Generally no for primary seismic elements. EN 1998 (Eurocode 8) requires at minimum Class B ductility (B500B) for structures in seismic zones, and Class C (B500C) is mandated for high-ductility (DCH) frames and critical members. B500A may be permissible in non-primary members at low seismicity — always consult your structural engineer and the applicable national annex.
What diameters and forms does B500A come in?
B500A is predominantly available in coil form, diameters 6–16 mm, for use on automated stirrup benders and mesh welding machines. It is also the base material for welded reinforcing mesh panels produced to DIN 488-4. Straight bar supply in B500A is available for specific project requirements — contact us with your specification.
How do I request a quote for B500A rebar?
Use our Request a Quote form and specify: grade (B500A), product form (coil / mesh / bar), diameters, quantity (tonnes), destination port and any documentation requirements. We will respond with a detailed quotation including freight options and lead times. You can also reach us via the contact page.

Source German-standard rebar with full export documentation

Tell us your B500A specification and destination port — we’ll respond with a detailed quotation.

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