Beams, angles and structural sections

IPE, INP and IPB/HEB beams: understanding section families

IPE, INP and IPB/HEB beams: understanding section families: a practical guide to specifications, price comparison and quality checks for steel buyers.

Zharfahan Editorial5 min read
Zharfahan editorial illustration: Three I and H sections reveal flange and web differences in a common geometry fixture.

What this guide decides

Identify the drawing's exact section through geometry and property tables; commercial names must not replace the technical designation.

Executive summary

  • Main decision: Identify the drawing's exact section through geometry and property tables; commercial names must not replace the technical designation.
  • Comparison basis: Record full designation, dimensional standard, grade, depth, flange width, thicknesses, radius, unit mass and stock length.
  • First risk: Substituting IPE and INP

What decision are you making?

IPE and INP differ in flange slope and geometry. H sections in the IPB or HE families use other flange widths and dimensional tables. Nominal size alone does not describe all properties. Evaluate technical specifications, the price basis, delivery terms and quality evidence together. A lower number is not a comparable offer if it covers a different grade, weight, coating or delivery scope.[1][2]

Iranian section markets use familiar names such as IPE, INP, IPB, industrial box section and furniture tube, but export orders need a complete technical designation. International buyers should reconcile geometry, grade and delivery condition with the destination project's approved tables and connection details. Compare actual lengths and mass in the agreed currency at a named port or project site, with straightness protection, loading, freight and certificates included. A similar nominal size or local commercial label does not establish structural equivalence.

Technical mechanism and price impact

Depth, flange width, flange and web thickness, corner radius and unit mass affect inertia, section modulus, buckling and connections. Similar-looking sections may differ in connection-plate fit or design capacity.[2][3][4]

Record full designation, dimensional standard, grade, depth, flange width, thicknesses, radius, unit mass and stock length. Compare offers only after aligning units, the weight basis, taxes, packaging, loading, freight and quote validity. An omitted cost can outweigh the apparent saving per kilogram. Keep the supplier’s currency and payment date visible before converting to your purchasing currency.

Request comparable quotations

Ask every supplier to answer the same written specification. This prevents an apparently cheaper offer from silently changing the product or scope. Confirm the following before comparing prices:

  • Drawing and designation
  • Dimensional standard
  • Actual section dimensions
  • Mass per length
  • Grade and certificate

Compare the options

Use this table to structure the decision. It does not replace engineering calculations or the contract. The final column identifies the evidence to review before accepting an offer.

IPESpecified by the drawingsParallel flanges and reference table
INPAccepted by design and connectionsFlange taper and actual properties
HE or IPBA wide-flange section is requiredLight, medium or heavy series

Common risks and warning signs

Errors often begin when a trade name replaces a technical specification, one photograph stands for an entire shipment, or the delivery scope is missing from the quote. Address these specific risks: Substituting IPE and INP; Assuming equal nominal sizes are equivalent; Ignoring radii and connections; Using unrelated tables. Turn each risk into a written acceptance criterion, sampling requirement or traceable document.

A standard number alone does not demonstrate conformity. Specify the edition, grade, dimensions, tolerances, test method, heat or batch number and acceptance authority. For an import project, confirm the destination’s requirements and the project’s approved specification; an Iranian market designation is not automatic evidence of an equivalent local grade.

Make the purchasing decision

Move from beam name to geometry and properties. Substitution requires a complete table comparison and design approval.[4][5]

Before ordering, prepare a single comparison sheet covering the product, quantity, unit, theoretical and actual weight, base price, taxes, freight, delivery window, documents and acceptance criteria. Identify who pays each cost and who records discrepancies at receipt. This makes the negotiation clearer and gives the receiving team an agreed basis for checking the shipment.

Checklist before you order

  1. 1Drawing and designation
  2. 2Dimensional standard
  3. 3Actual section dimensions
  4. 4Mass per length
  5. 5Grade and certificate
  6. 6Record the price basis, unit, taxes, loading and freight in the quotation
  7. 7Match shipment markings and documents to the delivered goods before unloading

Frequently asked questions

What should I check first when evaluating I-section and H-section beam families?

Align the product definition and acceptance criteria before comparing prices. Record full designation, dimensional standard, grade, depth, flange width, thicknesses, radius, unit mass and stock length.

Is price alone enough to decide on I-section and H-section beam families?

No. Prices are comparable only when grade, dimensions, weight, quality, documents, delivery scope and validity match. Move from beam name to geometry and properties. Substitution requires a complete table comparison and design approval.

Sources and how they were used

Standards and primary sources define the method, terminology and scope of each decision. The project’s contractual edition and the approved national standard always take precedence.

  1. [1]Iranian national standards and servicesIran National Standards Organization
  2. [2]ISO 630-1 — Structural steels, general delivery conditionsInternational Organization for Standardization
  3. [3]AISC Shapes Database v16.0American Institute of Steel Construction
  4. [4]Hollow Structural Sections referenceAmerican Institute of Steel Construction
  5. [5]D1 Committee on Structural Welding and AWS D1.1American Welding Society

Where to go next

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