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Reinforcing Steel for Lintels

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Application Guide

Reinforcing Steel for Lintels: Bar Sizes, Arrangement, and Supply

Lintels span openings in masonry and concrete walls, transferring load around doors, windows, and service penetrations. Correct reinforcement detailing — bar diameter, arrangement, concrete cover, and end anchorage — is essential for structural performance and durability. Steel Rebar Germany supplies B500B bar, mesh, and cut-and-bend lintel reinforcement to DIN 488 and EN 10080.

DIN 488 · EN 10080 Mill Test Certificate Worldwide export

Structural Role of a Lintel

A lintel is essentially a short-span beam. It picks up the load of the wall (and any floor or roof loads distributed to it) above an opening and transfers that load to the supporting masonry or concrete on each side. Depending on the opening width, wall thickness, and superimposed load, a lintel can be a simple in-situ concrete beam, a precast unit, or a composite masonry-beam system.

In all cases the tensile reinforcement at the soffit, the shear links, and the anchorage at each bearing are the critical details. Under Eurocode 2 (EN 1992-1-1), lintels follow the same flexural and shear design principles as beams.

Typical Bar Sizes and Arrangement

Bar sizing depends on span, loading, and beam depth. The indicative figures below are typical for residential and light-commercial lintels — always design to project-specific calculations.

Opening WidthTypical Tension BarTypical Shear LinkIndicative Bar Weight
Up to 900 mm2 × Ø10 mm B500BØ6 @ 150 mm≈ 0.617 kg/m per bar
900 – 1 500 mm2 × Ø12 mm B500BØ6 @ 150 mm≈ 0.888 kg/m per bar
1 500 – 2 400 mm3 × Ø12 or 2 × Ø16 mm B500BØ8 @ 150 mm≈ 1.58 kg/m per Ø16 bar
2 400 – 3 600 mm3 × Ø16 or 2 × Ø20 mm B500BØ8 @ 125 mm≈ 2.47 kg/m per Ø20 bar
Over 3 600 mmEngineer-designed — typically 2–4 × Ø20–25 mmØ10 @ 100–125 mm≈ 3.85 kg/m per Ø25 bar
Indicative figures only. Bar quantities and spacing must be verified by a qualified structural engineer against actual loading, concrete grade, and national annex requirements.

Concrete Cover Requirements

Concrete cover protects reinforcement from corrosion and provides fire resistance. For lintels, the nominal cover cnom is the sum of the minimum cover cmin and the construction tolerance Δcdev (typically 10 mm under EN 1992-1-1):

  • Internal conditions (XC1): cmin,dur = 15 mm → cnom ≈ 25 mm
  • External sheltered (XC3/XC4): cmin,dur = 25 mm → cnom ≈ 35 mm
  • Exposed / near-coastal (XS1, XD1): cmin,dur ≥ 35 mm → cnom ≈ 45 mm

Spacers and chairs to DBV standard are available through Steel Rebar Germany to maintain correct cover at the soffit and sides of the lintel form.

End Anchorage and Bearing Length

The tension bars at the soffit must be anchored beyond the support centreline. EN 1992-1-1 requires that at simple end supports, at least 25 % of the mid-span tensile reinforcement is carried to the support and anchored with a basic anchorage length lbd. In practice, for lintels in masonry:

  • A minimum bearing length of 150 mm on each side is commonly adopted.
  • Standard 90° hooks or U-bars at each end achieve anchorage in compact lintel depths.
  • For precast lintel systems, the manufacturer’s engineered anchorage details supersede general guidance.

Supply Options from Steel Rebar Germany

Lintel reinforcement can be supplied in several forms depending on project size and site capability:

  • Straight bar stock (B500B, dia 8–40 mm, 6–18 m): cut on site to required lengths. Economical for large projects with capable site fabrication.
  • Cut-and-bend service: bars cut to length and bent to DIN 488 shape codes (equivalent to BS 8666). Ready-to-place cages reduce site labour and waste. Suitable for any project scale.
  • Welded mesh (B500A): for lintels with a wide, shallow beam cross-section where a mesh panel can be used as the reinforcement cage.
  • B500A coil-fed stirrups: shear links produced from B500A coil on automated machines — cost-effective for high quantities of identical link sizes.

See our cut-and-bend service and B500B bar product pages for full specification details.

Export Packaging for Lintel Reinforcement

Cut-and-bend lintel cages and straight bar bundles are packed in seaworthy bundles suitable for container loading. Each bundle is labelled by diameter, heat number, and cut/bend schedule reference. EN 10204 3.1 Mill Test Certificates are issued per heat, with traceability through to the finished bar. Consignments are typically consolidated into 20 ft or 40 ft containers for export, with a full packing list and Certificate of Origin for customs clearance in the destination country.

Frequently Asked Questions

Common questions about reinforcing steel for lintel applications.

What grade of rebar is standard for lintels?
B500B (DIN 488 / EN 10080 Class B) is the standard structural grade for cast-in-place lintel beams in Germany and across the EU. It provides 500 MPa minimum yield strength with high ductility (Agt ≥ 5.0 %), which is required by Eurocode 2 for primary structural members. B500A mesh may be used for non-structural or lightly loaded configurations where Class A ductility is accepted by the design.
How is the correct bar diameter for a lintel determined?
Bar diameter is determined by structural calculation based on the bending moment at mid-span (a function of the opening width, lintel depth, and superimposed load), the required moment capacity, and the arrangement of reinforcement within the section. The indicative sizes in this guide are typical starting points; final specification must be confirmed by a qualified structural engineer.
Can you supply pre-bent lintel cages ready to place?
Yes. Steel Rebar Germany offers a cut-and-bend service producing lintel cages (tension bars, compression bars if required, and shear links) to DIN 488 shape codes. Provide your bar bending schedule or structural drawings and we can produce export-ready cages. See the cut-and-bend page for details.
What is the minimum bearing length for a lintel on masonry?
A bearing length of 150 mm on each side is a widely used practical minimum for lintels on masonry piers in residential construction. The structural engineer may specify a greater bearing depending on bearing stress, masonry strength, and load. Anchorage requirements for the reinforcement bars are calculated per EN 1992-1-1 independently of the bearing length.
Do you supply spacers and chairs to maintain cover in lintels?
Yes. Plastic and mortar spacers complying with DBV guidelines are available as accessories. The correct spacer thickness is determined by the specified nominal cover. Spacers should be placed at regular intervals (typically ≤ 1 000 mm) along the soffit and sides of the lintel form to maintain cover throughout concreting.

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