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What Size Rebar for A concrete beam?

Structural steel sections for construction
Rebar Sizing Guide

What Size Rebar for a Concrete Beam?

A practical guide to selecting bar diameters, spacing, and cover for reinforced concrete beams — using B500B rebar to DIN 488 / EN 10080. Always confirm final sizing with a qualified structural engineer.

DIN 488 · EN 10080 Mill Test Certificate Worldwide Export

Why Bar Size Matters in Beam Design

Selecting the correct rebar size for a concrete beam is one of the most consequential decisions in structural design. Beams carry bending moments and shear forces transferred from slabs and walls, so under-reinforcing a beam can result in brittle, catastrophic failure. Over-reinforcing wastes material and can make the section impractical to pour.

The dominant reinforcing steel grade for beams in Germany and across the EU is B500B — high-ductility, hot-rolled, 500 MPa minimum yield strength, with a strain at maximum force (Agt) ≥ 5.0% and a characteristic strength ratio k ≥ 1.08. These ductility properties matter enormously in beams because they ensure ductile flexural failure rather than sudden fracture, a requirement of Eurocode 2 (EN 1992-1-1).

The information below reflects common practice and indicative figures used in preliminary sizing. All structural calculations must be performed and verified by a licensed structural engineer in accordance with the applicable national annex.

Typical Bar Diameters for Concrete Beams

Most residential and light-commercial beams use longitudinal (flexural) bars in the range of 12 mm to 25 mm. Heavy-transfer beams in high-rise or industrial structures may reach 32 mm or 40 mm. Shear links (stirrups) are typically 8 mm or 10 mm, spaced at 150–200 mm centres in mid-span zones and closer near supports.

Beam TypeTypical Long. Bar Dia.Min. Bars (tension)Stirrup Dia.
Residential floor beam (light loads)12–16 mm2–3 bars8 mm @ 150–200 mm
Medium-span commercial beam16–20 mm3–4 bars10 mm @ 150 mm
Heavy transfer / long-span beam25–32 mm4–6 bars10–12 mm @ 100–150 mm
Deep coupling beam (seismic zone)16–25 mm diagonal4 diagonal bars + links8–10 mm @ 100 mm

Bar Weight and Cross-Section Reference

Use the formula kg/m = d²(mm) × 0.00617 to convert diameter to linear weight. Below are the most-used diameters for beam reinforcement:

Diameter (mm)Weight (kg/m)Cross-section (mm²)
100.61778.5
120.888113
161.58201
202.47314
253.85491
326.31804

Concrete Cover Requirements

Eurocode 2 specifies minimum cover (cmin) based on exposure class. For a typical interior beam (exposure class XC1), minimum cover to the stirrups is 15 mm; adding the recommended deviation Δcdev of 10 mm gives a nominal cover of 25 mm. Exterior or below-grade beams in exposure class XC3/XC4 typically require 30–35 mm nominal cover. Cover is measured to the outer face of the stirrup, not the longitudinal bar.

Indicative Worked Estimate (Preliminary Only)

The following is an indicative illustration only. It is not a structural calculation and must not be used for construction. Engage a structural engineer for all project-specific sizing.

Consider a simply-supported rectangular beam: span 6 m, breadth 300 mm, effective depth 500 mm, carrying a factored bending moment of approximately 180 kN·m. Using a simplified approach (fyk = 500 MPa, partial factor γs = 1.15, lever arm z ≈ 0.9d = 450 mm):

  • Required As = MEd / (fyd × z) = 180×10⁶ / (435 × 450) ≈ 919 mm²
  • 3 × ø20 bars provide 3 × 314 = 942 mm² — satisfactory
  • Linear weight: 3 bars × 2.47 kg/m = 7.41 kg per metre of beam
  • Total rebar for a 6 m beam (longitudinal only): ≈ 44 kg

This ignores compression steel, shear design, anchorage, and bar laps — all of which are required in a full design. We supply B500B straight bars, cut-and-bend stirrups, and standard mesh panels to any project specification.

Ordering DIN 488-Compliant Beam Reinforcement

Steel Rebar Germany supplies B500B bars in diameters from 8 mm to 40 mm, stock lengths 6–12 m, or cut-and-bent to your bending schedule (BS 8666 / DIN 488 shape codes). Each consignment ships with an EN 10204 3.1 Mill Test Certificate. For projects requiring pre-bent stirrups, spacers, and tying wire as a coordinated package, request a combined quote. We export worldwide — see our export and delivery page for container and break-bulk options.

Frequently Asked Questions — Rebar for Concrete Beams

What is the most common rebar size used in concrete beams?
For most residential and light-commercial beams, 16 mm and 20 mm B500B bars are the most frequently specified longitudinal reinforcement. Stirrups are typically 8 mm or 10 mm. Heavy-transfer beams may use 25 mm, 28 mm, or 32 mm bars where bending moments are very large.
Can I use B500A coil rebar in a beam?
B500A (Agt ≥ 2.5%) is generally not recommended for primary longitudinal reinforcement in beams, particularly in seismic zones, because Eurocode 2 and EN 1998 require higher ductility (Class B or C). B500B (Agt ≥ 5.0%) is the standard choice for beam tension reinforcement in Germany and most EU markets.
How do I calculate the weight of rebar in a beam?
Use the formula: weight (kg) = d²(mm) × 0.00617 × length (m) × number of bars. For example, 4 bars of ø16 mm × 7 m: 16² × 0.00617 × 7 × 4 = 256 × 0.00617 × 28 ≈ 44.2 kg. These are indicative figures; add allowances for laps, hooks, and anchorage lengths in your take-off.
What concrete cover is required for beam reinforcement?
Eurocode 2 requires nominal cover based on exposure class. For internal beams (XC1) the nominal cover is typically 25 mm to the stirrup face; for external or sheltered-exterior (XC3/XC4), 35 mm is common. Cover is critical for fire resistance and corrosion protection — always confirm with your project’s exposure classification and national annex.
Does Steel Rebar Germany supply pre-bent stirrups for beams?
Yes. We supply factory cut-and-bent stirrups to DIN 488 shape codes from our cut-and-bend service. Provide your bending schedule and we can prepare closed links, open stirrups, and helical ties to your dimensions. Visit our rebar stirrups and cut-and-bend page for details.

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