STEEL

Hollow Section (SHS / RHS / CHS)

SHS, RHS, CHS hollow steel sections for structural use

Also calledhollow sectionshsrhschssquare hollow section
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Definition

Hollow steel sections are tubular structural members with rectangular (RHS), square (SHS), or circular (CHS) cross-section. Standardised in India by IS 4923:1997 (cold-formed) and IS 1161 (hot-finished). The major Indian manufacturers are TATA Hi-Steel (Tata Structura), Jindal Hollow, Surya Roshni, ESSAR Steel, Apollo Steel. Hollow sections are increasingly common in Indian construction for their architectural appeal (clean lines), torsional rigidity (closed section), and ease of corrosion protection (no internal corners to clean).

Design per IS 800:2007 covers hollow sections for tension, compression, bending, torsion, and combinations. The closed cross-section gives substantially higher torsional resistance than open sections (I, C, L) — a 100×100×4 SHS has 25× the torsional constant of a similar-size open angle. Compression behaviour is excellent — high radius of gyration with wall-thickness-to-width ratio limits per IS 800 Cl. 7.4 to prevent local buckling. Beam behaviour under flexure is governed by lateral-torsional buckling; the closed shape inherently resists LTB much better than open sections, making hollow beams attractive for laterally unsupported applications.

Indian applications: (1) PEB columns and primary members — RHS / SHS for clean architectural appearance; (2) Bracing and trusses in stadiums, atria — CHS gives unobstructed sightlines; (3) Lattice towers replacing angle members for higher strength-to-weight; (4) Architectural canopies, walkways, and railings; (5) Furniture and shop-fitting structural frames. Welding hollow sections requires specialised techniques because of internal access — often single-sided welds with full penetration through the wall thickness, requiring qualified welders and back-purging for inert-gas applications. The most common Indian fabrication issue is internal condensation in unfilled hollow sections — closed-end caps or vent holes are needed to prevent water accumulation in service.

Typical values
RHS 100×50×3.6 (rectangular)8.96 kg/m
SHS 100×100×4 (square)12.0 kg/m
SHS 200×200×847.7 kg/m
CHS 100 × 4 (circular)9.46 kg/m, OD 100, wall 4 mm
CHS 200 × 628.7 kg/m, OD 200, wall 6 mm
Yield strength — common grade Fe-410250 MPa
Yield strength — high-strength Fe-490330 MPa
Where used
  • PEB primary columns and rafters with clean architectural finish
  • Bracing in lattice trusses for stadiums, exhibition halls, airports
  • Architectural canopies and pavilions
  • Lattice towers replacing angle members (telecom, transmission)
  • Architectural exposed structures — atria, train-station roofs
Acceptance / threshold
Per IS 4923:1997 + IS 1161: section dimensions and tolerances per tables; wall thickness ±10%; mass per metre ±7%; weld bead in seam-welded hollow section per IS 9595 visual acceptance. End-cap or vent provided to prevent water ingress in service.
Site example
Site reality: a Bengaluru metro-station canopy used 200×100×6 RHS architectural exposed columns. The fabricator failed to provide drainage holes; after monsoon, water accumulated in 3 columns and froze in the upper section during winter, splitting the wall. Replacement of 3 columns cost ₹6.4 lakh. End-caps or weep holes are mandatory for all exposed hollow sections — never assume the section will stay dry by default.
Frequently asked
What is hollow section in steel?
Hollow steel sections are tubular structural members with closed cross-section: rectangular (RHS), square (SHS), or circular (CHS). Made by either cold-forming or hot-finishing per IS 4923:1997 / IS 1161. Major advantages over open sections: high torsional rigidity, excellent compression behaviour, clean aesthetic, no internal corners for corrosion. Increasingly popular in Indian PEB, architectural, and tower construction.
What is the difference between RHS, SHS, and CHS?
RHS (Rectangular Hollow Section) has unequal width and depth — useful for beams and columns with planned weak/strong axis differentiation. SHS (Square Hollow Section) has equal width and depth — used for symmetric loading and architectural columns. CHS (Circular Hollow Section) has circular cross-section — best torsional resistance, used for bracing, atria, signage, transmission towers. All three follow IS 4923 / IS 1161.
Are hollow sections better than I-beams?
For specific applications, yes: hollow sections have higher torsional resistance (25× a similar-size I-section), better compression behaviour at slender ratios, cleaner architectural appearance, and easier corrosion protection (no internal corners). For typical floor-beam applications with lateral restraint, I-sections (ISMB, ISWB) are more economical due to higher Z modulus per kg of steel. Selection depends on: torsion demand, exposure, aesthetic requirement, and design experience of the engineer.
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