A36, A1018, A572 Steel: Properties, Composition & Machining | BELINKER

Learn A36 steel properties, composition, and machining uses. Compare A36 with A572 Grade 50, A500, A992, 1018, 1045, and 4140 for custom parts.
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Oct 22, 2026
A36, A1018, A572 Steel: Properties, Composition & Machining | BELINKER

A36 Steel: Properties, Chemical Composition, and Material Selection for Custom Parts

A steel machine base and a precision shaft may belong to the same assembly, but they rarely have identical material requirements.

The base may need welded construction and machined mounting surfaces. The shaft may require controlled hardness, wear resistance, and precise bearing fits.

ASTM A36 is a practical starting point for many structural components, but selecting steel requires more than choosing a familiar grade. Product form, material condition, fabrication sequence, and inspection requirements all influence the finished part.

This guide explains A36 steel and compares it with A572 Grade 50, A500 Grade C, A992, 1018, 1045, and 4140.

A36 Steel Mechanical Properties

Property

Commonly specified A36 value

Minimum yield strength

36 ksi [250 MPa]

Tensile strength

58–80 ksi [400–550 MPa]

These are commonly referenced values for A36 products. Confirm the requirements for the actual product form, thickness, and applicable specification; they should not be treated as universal values for every section size. SSAB A36 product data

Yield strength describes the onset of permanent deformation under the specified test conditions. Tensile strength describes the maximum stress reached during the tensile test. Neither value alone defines a component’s allowable working load.

A36 vs. 1018: Why the Names Describe Different Things

A36 and 1018 are often compared because both are associated with low-carbon steel applications. However, their designations have different roles.

ASTM A36 is a product specification containing chemical and mechanical requirements.
1018 is a steel grade designation that must be combined with the relevant product specification and supply condition.

For example, a purchase order for 1018 cold-finished bar should identify the applicable bar specification and any required mechanical properties. “1018” alone does not establish a universal hardness or yield strength. ASTM A36 scope, Eaton Steel 1018 bar data

When comparing the two, consider the actual manufacturing route:

  • A plate-based welded component may lead the buyer toward A36 plate.

  • A small turned component may lead the buyer toward a specified 1018 bar product.

  • A component requiring greater hardening capability may justify evaluating 1045 or an alloy steel.

The correct comparison is between complete material specifications for the intended part.

Steel Chemical Composition Comparison

The following table summarizes selected published composition values, expressed as weight percentages. It is a comparison aid, not a complete chemical acceptance specification.

Material

Carbon, C

Manganese, Mn

Other distinguishing requirements

A36 plate¹

≤0.25%

No fixed range for this plate category; analysis is reported

Limits vary with product form and thickness

A572 Grade 50²

≤0.23%

≤1.35% reference limit

Additional microalloying and specification provisions apply

A992²

≤0.23%

0.50–1.50% published range

Additional alloy limits and carbon-equivalent requirements apply

A500 Grade C²

≤0.23%

≤1.35%

Structural tubing specification

1018

0.15–0.20%

0.60–0.90%

Low-carbon steel

1045

0.43–0.50%

0.60–0.90%

Medium-carbon steel

4140

0.38–0.43%

0.75–1.00%

Cr: 0.80–1.10%; Mo: 0.15–0.25%

¹ The A36 row represents the plate category over 15 inches wide and up to ¾ inch thick. It should not be applied unchanged to bars, shapes, or thicker plate.

² Structural specifications include additional limits, exceptions, and—in some cases—permitted composition adjustments. Use the applicable specification and mill test report for acceptance.

Structural-grade references: American Alloy Steel A36, American Alloy Steel A572, AISC A992 comparison, Nucor Tubular A500 data.

Machining-grade references: Eaton Steel’s 1018, 1045, and 4140 material data.

Why A36 Does Not Have One Universal Carbon Limit

A36 chemistry changes with the product category. For the plate categories summarized by American Alloy Steel, the maximum carbon limit increases with thickness—from 0.25% in thinner plate to 0.29% in plate over 4 inches thick.

This is why a generic statement such as “A36 contains exactly 0.26% carbon” is misleading. The relevant limit depends on the product, and the actual heat chemistry is documented in the mill test report. A36 plate chemistry reference

A36, A572, A992, and A500: Match the Specification to the Product

These structural steel specifications are associated with different product forms and requirements.

Specification

Product to evaluate

Selected strength reference

A36

Structural plate, bars, and shapes

Common minimum yield: 36 ksi

A572 Grade 50

Higher-strength structural plate and applicable shapes

Minimum yield: 50 ksi; minimum tensile: 65 ksi

A992

Structural shapes, particularly wide-flange beams

Yield range: 50–65 ksi; minimum tensile: 65 ksi

A500 Grade C

Square and rectangular structural tubing in this comparison

Minimum yield: 50 ksi; minimum tensile: 62 ksi

These values support an initial comparison. Product dimensions, specification provisions, and project requirements still govern selection. SSAB A572 Grade 50, AISC structural material comparison, Nucor A500 tubing data

A36 vs. A572 Grade 50

A572 Grade 50 provides a higher specified minimum yield strength than the commonly referenced A36 value.

That can make it relevant when strength drives the design. However, changing grade does not automatically justify reducing thickness. Deflection, buckling, fatigue, connection details, and fabrication requirements must also be evaluated.

A36 Plate vs. A500 Tubing

A fabricated machine base may combine a plate top with a tubular frame.

In that case, the drawing should identify the material for each component. A36 plate and A500 tubing can appear in the same bill of materials; describing the entire assembly simply as “A36 steel” can leave the tubing requirements unclear.

When Should Buyers Consider 1018, 1045, or 4140?

For precision components, the supply condition and any subsequent heat treatment become central to material selection.

1018 is a low-carbon option for general components such as pins and fasteners. Specify the bar condition and required properties instead of assuming all 1018 products behave identically. Eaton Steel 1018

1045 has a higher carbon content and is commonly considered for shafts, hubs, gears, and related machine components. It can be evaluated where heat-treatment response and wear resistance matter more than they do for a general mounting plate. Eaton Steel 1045, Interlloy 1045 guidance

4140 contains chromium and molybdenum and offers higher hardenability. Its performance depends on the supplied and final heat-treated condition. A quotation for annealed 4140 should not be treated as equivalent to one for material supplied at a specified quenched-and-tempered hardness. Eaton Steel 4140

For a hardened shaft, the drawing should identify the required hardness, relevant locations, and any case-depth requirements—not merely the grade number.

Can A36 Steel Be CNC Machined?

A36 components can incorporate milled surfaces, drilled holes, slots, and other machined features. For a plate or weldment, the important purchasing question is how the supplier will achieve the final geometry.

Consider an equipment base with accurately positioned mounting holes and a flat top surface. The manufacturing review should address:

  • The starting plate dimensions and machining allowance.

  • Which surfaces establish the drawing datums.

  • Whether welding occurs before final machining.

  • How distortion will be controlled.

  • When final flatness and hole position will be inspected.

Welding creates thermal expansion and contraction, which can introduce residual stress and distortion. Joint design, welding sequence, and restraint affect the result. These issues should be considered before committing to tight finished dimensions. TWI welding distortion guidance

A practical approach is to define the required finished geometry and ask the manufacturer to propose a suitable process sequence. Stress relief, intermediate inspection, and finish machining should be evaluated where the application warrants them.

Material Certification and Dimensional Inspection Answer Different Questions

A dimensional report can show whether a component meets specified geometric requirements. It does not, by itself, establish that the component was made from the correct steel grade.

For a documented steel-part order, identify the records required:

  • Mill test report: material specification, heat identification, and reported test results.

  • Traceability: how material identification is maintained through production.

  • Heat-treatment records: when a specified treatment is required.

  • Dimensional inspection report: the drawing features and acceptance criteria to be checked.

  • Finishing records: when coating or plating requirements need documented verification.

Request these deliverables during quotation so they form part of the agreed scope.

How to Request a Quote for Custom Steel Parts

A useful request for quotation connects the material specification with the finished component’s requirements.

Provide:

  1. Drawing and revision: include a 3D model where useful.

  2. Material: specify the grade, product standard, and required supply condition.

  3. Quantity: distinguish prototype quantities from anticipated repeat orders.

  4. Critical features: identify fits, datums, flatness, hole position, and surface finish.

  5. Welding and heat treatment: include applicable requirements.

  6. Surface protection: specify coating, coverage, masking, or temporary rust prevention.

  7. Inspection and documents: define the required reports and certificates.

  8. Delivery: state the destination and requested schedule.

If a supplier proposes an alternative material, review its specification and supporting documentation before approving the substitution. A grade-comparison chart alone is not sufficient evidence of interchangeability.

Source Custom Steel Components Through BELINKER

BELINKER helps overseas buyers source custom manufactured components from South Korea and has experience working with U.S. EV and battery companies.

For an A36 plate component, welded assembly, or precision steel part, share your drawing and purchasing requirements. A clearly defined request supports a focused review of manufacturing feasibility, quotation scope, inspection, and delivery.

Send your steel-part requirements to BELINKER to start a manufacturing inquiry.

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