Steel Tubes for Closed Hollow Sections (IS:4923)

IS:4923 specifies requirements for cold-formed welded hollow steel sections intended for structural use. These sections are manufactured from hot-rolled steel coils by the Electric Resistance Welding (ERW) process and are available in Square (SHS), Rectangular (RHS), and Circular (CHS) profiles across three primary grades: YSt 210, YSt 240, and YSt 310.

Key Specifications
Standard IS:4923 — Hollow Steel Sections for Structural Use
Manufacturing Process Cold-formed ERW (Electric Resistance Welded)
Grades Available YSt 210  /  YSt 240  /  YSt 310
Sections Available Square (SHS)  /  Rectangular (RHS)  /  Circular (CHS)
Size Range — SHS 20 mm × 20 mm to 400 mm × 400 mm
Size Range — RHS 40 mm × 20 mm to 450 mm × 250 mm
Wall Thickness 0.5 mm to 25 mm
Standard Length 6.0 m ± 50 mm (custom lengths 3 m to 18 m available)
Surface Finish Plain (mill finish)  /  Galvanized (as per IS:4736)
Testing Flattening test, Bend test, Hydraulic test
Grades & Mechanical Properties
YSt 210 Yield Strength: 210 MPa min  /  Tensile Strength: 330 MPa min  /  Elongation: 20% min
YSt 240 Yield Strength: 240 MPa min  /  Tensile Strength: 410 MPa min  /  Elongation: 15% min
YSt 310 Yield Strength: 310 MPa min  /  Tensile Strength: 450 MPa min  /  Elongation: 10% min
Typical Applications
  • Structural frames, trusses, and columns in buildings and industrial sheds
  • Architectural facades, canopies, and support frameworks
  • Gates, railings, grills, and fencing
  • Conveyors, mezzanine floors, and material handling structures
  • Sign boards, hoardings, and lighting pole structures
  • Bridges, towers, and heavy infrastructure fabrication
  • Furniture frames and modular interior structures
Supply

Available in standard lengths of 6 metres with plain square-cut ends. Custom lengths from 3 metres to 18 metres can be supplied on request. All sections conform to IS:4923 and are supplied with mill test certificates. Special grades YSt 355, YSt 420, and YSt 460 available on request for high-strength structural requirements.