STEEL

Structural Steel Sections

ISMB/ISLB/ISWB/ISHB beams, ISMC channels, ISA angles per IS 808

Also calledstructural steelsteel sectionsteel sectionsrolled sectioni-section
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Definition

Structural steel comprises hot-rolled and cold-formed steel sections used as load-carrying members in buildings, bridges, and industrial structures. The Indian standards governing structural steel are IS 800:2007 (general design code, replacing IS 800:1984), IS 2062:2011 (hot-rolled steel for general structural purposes — Fe-410, Fe-490, Fe-540, Fe-590 grades), IS 808:1989 (dimensions of hot-rolled sections — beams, channels, angles), and IS 4923:1997 (hollow steel sections). Modern Indian structural steel construction is dominated by SAIL, JSW, Tata Steel, ESSAR, and ArcelorMittal Nippon Steel.

Hot-rolled sections cover the major structural shapes: I-sections (ISMB — medium-flange, ISLB — light, ISWB — wide-flange, ISHB — heavy), channels (ISMC — medium, ISLC — light, ISJC — junior), angles (ISA — equal and unequal), and plates. IS 808 tabulates dimensions and properties for ~150 standard sections. Cold-formed sections (light-gauge, ZED-purlins, CEE-channels) are used in pre-engineered industrial buildings per IS 811 and IS 6533. Hollow sections (square, rectangular, circular) are increasingly common in architectural exposed applications.

Design per IS 800:2007 follows the Limit State Method with partial safety factors γm = 1.10 for tension and beam moment, 1.25 for compression, with target reliability ≥ 10⁻⁴ failure probability. For Indian structures, steel offers advantages over RCC at long spans (>15 m), industrial high-bay buildings (faster erection), seismic-zone tall buildings (better ductility, lower mass), and refurbishment (lighter weight on existing foundations). Disadvantages include fire-protection requirements (steel loses 50% strength at 550°C requiring protective spray or encasement) and corrosion management in marine/industrial environments. Indian steel construction has grown rapidly in 2020-2026 driven by metro projects, airport terminals, factory buildings, and PMAY-Urban prefabricated housing.

Typical values
Fe-410 yield strength fy250 MPa min
Fe-490 yield strength330 MPa min
Fe-540 yield strength380 MPa min
Fe-590 yield strength460 MPa min
Density7850 kg/m³
Modulus E2 × 10⁵ MPa
Coefficient of thermal expansion12 × 10⁻⁶ /°C
Where used
  • Industrial buildings — sheds, factories, warehouses with PEB construction
  • Long-span structures — exhibition halls, airport terminals, sports stadia
  • Seismic-zone tall buildings — composite or all-steel framing
  • Bridges — IRC 24:2010 governs steel bridge design
  • Towers and stacks — transmission, telecom, chimneys, water tanks
Acceptance / threshold
Per IS 800:2007 + IS 2062: yield, ultimate strength, elongation tested per IS 1608/1599; through-thickness Z-quality for important applications; mill test certificate (MTC) for every consignment; visual inspection for surface defects per IS 2062 Cl. 6.
Site example
Site reality: a Pune PEB warehouse used Fe-410 from a local supplier without verifying MTC. Tensile test on a sample showed yield strength of 235 MPa — below specified 250 MPa. The supplier admitted stocking remnants from a non-IS-licensed mill. Replacement of 28 tonnes cost ₹16 lakh and 4 weeks. Always demand MTC; sample-test 1 in 50 tonnes to verify; never accept structural steel without traceability.
Frequently asked
What is Fe-410 structural steel?
Fe-410 (also called E-250 in IS 2062:2011 nomenclature) is the most common Indian structural steel grade with minimum yield strength 250 MPa and minimum tensile strength 410 MPa. Used for ordinary structural members like ISMB beams, ISMC channels, ISA angles, plates. Modulus of elasticity 2 × 10⁵ MPa and density 7850 kg/m³ are universal for all structural steel grades.
What is the difference between hot-rolled and cold-formed steel?
Hot-rolled steel (HR) is shaped at high temperature (~1000°C) — produces I-sections (ISMB, ISWB, ISHB), channels, angles, plates with dimensions per IS 808. Cold-formed steel (CF) is shaped at room temperature from thinner sheets — produces ZED purlins, CEE channels, light-gauge sections per IS 811 + IS 6533. HR sections are heavier (8-200 kg/m), used for primary members; CF sections are lighter (2-8 kg/m), used for purlins, girts, secondary members in PEB.
Which IS code is used for structural steel design?
IS 800:2007 is the primary code for structural steel design in India (revised from IS 800:1984). Companion codes: IS 2062:2011 (steel grades and properties), IS 808:1989 (hot-rolled section dimensions), IS 4923:1997 (hollow sections), IS 816 (welding), IS 1367 (fasteners), IRC 24:2010 (steel bridges). For pre-engineered buildings, IS 800 plus IS 811/6533 for cold-formed elements.
Related steel terms