Editorial Technical Reference

Structural Hollow Section Steel

This page explains how Structural Hollow Section Steel is classified within Manufacture of Structural Metal Products. Technical values and manufacturer relationships are research references; confirm the current specification and supplier evidence for each order.

Technical Definition & Core Assembly

Hollow steel sections used as load-bearing structural elements in construction and engineering.

Representative product image. Confirm appearance and specifications with the manufacturer.

Product Specifications

Technical details and manufacturing context for Structural Hollow Section Steel

Definition
Structural hollow section steel refers to cold-formed or hot-finished steel tubes with square, rectangular, or circular cross-sections, manufactured specifically for structural applications. These sections provide superior strength-to-weight ratios compared to solid sections, offering excellent torsional resistance and efficient material distribution. In B2B supply chains, they serve as essential raw materials for fabricators producing frameworks, trusses, columns, and space frames across commercial, industrial, and infrastructure projects. Their hollow nature allows for utility routing while maintaining structural integrity.

Typical materials include carbon steel and high-strength low-alloy steel. Key parameters, as listed in the directory, include yield strength (235–355 MPa), tensile strength (360–510 MPa), wall thickness (2.0–12.5 mm), section modulus (3.5–1200 cm³), surface treatment (HDG 70–85), length tolerance (±0.5 mm), outer dimension (20–400 mm), corner radius (1.5–6.0 mm), mass per meter (1.2–150 kg/m), torsional constant (0.5–1500 cm⁴), straightness tolerance (0.2–0.3%), and twist tolerance (2–4 mm/m). These values are reference ranges and must be verified for the specific product model and application.

Relevant standards include EN 10025 for material properties, EN 10210 for hot-finished sections, EN 10219 for cold-formed sections, and ISO 1461 for hot-dip galvanized coating. These standards serve as procurement and verification references; they do not imply certification or compliance of any specific product or supplier. Buyers should confirm exact specifications and standards compliance with the legal manufacturer or supplier before use.
Working Principle
The hollow cross-section distributes material efficiently around the perimeter, maximizing moment of inertia and section modulus while minimizing weight. This provides optimal resistance to bending, compression, and torsional loads. The closed shape enhances torsional rigidity compared to open sections, and the efficient material placement reduces material usage without compromising strength. In structural applications, the section transfers loads along its length, with the walls resisting axial and shear forces. The hollow interior also allows for routing of utilities, but this must be accounted for in design to avoid compromising structural integrity. The working principle relies on the geometric properties of the cross-section, which are defined by parameters such as outer dimensions, wall thickness, and corner radius.
Common Materials
Carbon Steel, High-Strength Low-Alloy Steel
Technical Parameters
ParameterTypical rangeNotes & selection driver
Yield StrengthRequired235–355 MPaMinimum yield point of steel materialEN 10025
Tensile StrengthRequired360–510 MPaUltimate tensile strength of materialEN 10025
Wall ThicknessRequired2.0–12.5 mmNominal thickness of section wallsEN 10210
Section ModulusRequired3.5–1200 cm³Bending resistance capacity of cross-sectionEN 10210
Surface TreatmentHDG 70–85 treatment typeProtective coating or finish appliedISO 1461
Length Tolerance±0.5 mmPermissible deviation from nominal lengthEN 10210
Outer Dimension20–400 mmSquare or rectangular side dimensionEN 10210
Corner Radius1.5–6.0 mmExternal corner radiusEN 10219
Mass per Meter1.2–150 kg/mLinear density rangeEN 10210
Torsional Constant0.5–1500 cm⁴Torsional stiffness parameterEN 10210
Straightness Tolerance0.2–0.3 %Maximum deviation per meterEN 10210
Twist Tolerance2–4 mm/mMaximum twist per meter lengthEN 10210

Ranges are indicative industry figures for RFQ preparation, not a supplier commitment. Confirm every value and standard with the legal manufacturer before ordering.

Components / BOM
  • Steel Base Material Part
    Provides structural strength and load-bearing capacity
    Material: Carbon or alloy steel
  • Protective Coating Optional Part
    Prevents corrosion and extends service life
    Material: Zinc, paint, or epoxy

Industry Taxonomies & Aliases

Commonly used trade names and technical identifiers for Structural Hollow Section Steel.

Industrial Ecosystem & Supply Chain Structure

Complementary Systems
Downstream Applications
Specialized Tooling

Application Fit & Sizing Matrix

Operational Limits
pressure: Not applicable (static structural load-bearing, not pressure vessel)
other spec: Maximum axial load capacity varies by section size, wall thickness, and steel grade (typically 100-10,000 kN)
temperature: -40°C to 400°C (depending on steel grade and coating)
Media Compatibility
✓ Structural building frames (beams/columns) ✓ Bridge construction elements ✓ Industrial support structures
Unsuitable: Highly corrosive chemical processing environments without proper corrosion protection
Sizing Data Required
  • Maximum axial load requirement (kN)
  • Required section dimensions (width/height/diameter in mm)
  • Steel grade specification (e.g., S355, S460)

Reliability & Engineering Risk Analysis

Failure Mode & Root Cause
Corrosion-induced wall thinning
Cause: Moisture accumulation inside hollow sections, especially in closed environments or where condensation occurs, leading to internal corrosion that reduces structural integrity.
Fatigue cracking at welded joints
Cause: Cyclic loading or vibration causing stress concentration at weld seams, particularly in connections to other structural elements, leading to crack initiation and propagation.
Maintenance Indicators
  • Visible rust weeping or blistering at seams/connections indicating internal corrosion
  • Audible creaking or popping sounds during load changes suggesting joint movement or crack propagation
Engineering Tips
  • Implement regular internal inspection and drainage protocols to prevent moisture accumulation, including sealed end caps with moisture indicators
  • Design connections with proper reinforcement and stress distribution, and conduct periodic non-destructive testing (e.g., ultrasonic thickness measurement) at high-stress points

Indicative industry ranges for design and RFQ preparation. Confirm the exact figures and applicable standard with the manufacturer before specifying.

Compliance & Manufacturing Standards

Applicable Standards
ISO 10799:2011 - Cold-formed welded structural hollow sections of non-alloy and fine grain steels ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes EN 10210-1:2006 - Hot finished structural hollow sections of non-alloy and fine grain steels

Quoted from the published standard.

Manufacturing Precision
  • Outer dimensions (width/height): +/- 1% or +/- 0.5mm, whichever is greater
  • Wall thickness: +/- 10% of nominal thickness
Quality Inspection
  • Ultrasonic Testing (UT) for internal weld defects
  • Tensile Test to verify mechanical properties (yield strength, tensile strength, elongation)

Manufacturers of Structural Hollow Section Steel

Manufacturer profiles associated with Structural Hollow Section Steel.

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Frequently Asked Questions

What are the typical materials used for structural hollow section steel?

According to the directory, the materials on file are carbon steel and high-strength low-alloy steel. These are common for structural applications, but the exact grade should be confirmed with the supplier.

What standards apply to structural hollow section steel?

The directory lists EN 10025 for material properties, EN 10210 for hot-finished sections, EN 10219 for cold-formed sections, and ISO 1461 for hot-dip galvanized coating. These are reference standards; compliance must be verified with the manufacturer.

What are the key parameters to consider when selecting structural hollow sections?

Key parameters include yield strength, tensile strength, wall thickness, section modulus, outer dimension, mass per meter, and torsional constant. The directory provides reference ranges, but exact values depend on the specific product and application.

How should I verify the suitability of a structural hollow section for my project?

You should confirm the required load-bearing capacity, dimensions, and tolerances with the legal manufacturer or supplier. Always check the relevant standards and request test certificates or documentation to ensure compliance.

Data Basis

Editorial classification, named public sources where available, and source-reviewed manufacturer records.

Preliminary Technical Classification
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