250×150×6 RHS Weight, Dimensions and IS 4923 Properties

250×150×6 RHS rectangular hollow section showing 250×150 mm profile in heavy structural member in large portal
250×150×6 RHS — 250 × 150 mm rectangular hollow section, 6.0 mm wall, 35.61 kg/m, manufactured to IS 4923:1997. Supplied by SAIL and JSW YST 355.

250×150×6 RHS weighs 35.61 kg per metre as per IS 4923:1997.

  • One 6-metre length weighs 213.66 kg · one 12-metre length weighs 427.32 kg
  • 250 × 150 mm rectangular section · wall thickness 6.0 mm
  • Cross-sectional area 45.36 cm² · Ixx = 1748.1 cm⁴ · Iyy = 4431.0 cm⁴

250×150×6 RHS is a standard rectangular hollow section manufactured to IS 4923:1997 by SAIL and JSW YST 355. At 35.61 kg/m it is used for large-span portal frame beams and similar structural applications where higher stiffness is required about the major axis.

250×150×6 RHS Weight Calculator

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250×150×6 RHS — Weight Calculator

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IS 4923:1997 Dimensions and Sectional Properties

PropertySymbolUnitValue
Outside widthBmm250
Outside heightHmm150
Wall thicknesstmm6.0
Cross-sectional areaAcm²45.36
Mass per metrekg/m35.61
Moment of inertia (x–x, about height axis)Ixxcm⁴1748.1
Moment of inertia (y–y, about width axis)Iyycm⁴4431.0
Elastic section modulus (x–x)Zxxcm³233.08
Elastic section modulus (y–y)Zyycm³354.48
Radius of gyration (x–x)rxxcm6.2
Radius of gyration (y–y)ryycm9.88

Outside dimensions and wall thickness as per IS 4923:1997. Cross-sectional area and mass per metre from IS 4923:1997 Table 4. Sectional properties calculated from IS 4923 geometry. x–x axis is about the height (H) direction; y–y axis is about the width (B) direction. RHS is not doubly symmetric — Ixx ≠ Iyy. Mass tolerance: ±6% per individual piece as per IS 4923:1997 Clause 10.

Common Applications of 250×150×6 RHS

250×150×6 RHS is used in large-span portal frame beams and related structural framing. The rectangular hollow profile concentrates more material in the plane of bending, giving higher Iyy about the strong axis compared to an equal SHS. SAIL and JSW YST 355 supply this section in YST 310 and YST 355 grade to IS 4923:1997 from stock at major steel distributors.

Worked Example

A fabricator in Vizag needs 2 beams of 250×150×6 RHS, each 6.0 m long, for a large-span portal frame beams. Total length = 2 × 6.0 = 12.0 m. Weight = 12.0 × 35.61 = 427.3 kg. At a market rate of ₹65,000 per tonne (May 2026), material cost is approximately ₹27,776 before cutting and fabrication.

Related IS 4923 Sections

Previous: 200×150×5 RHS (26.53 kg/m) · Next: 300×150×6 RHS (41.26 kg/m). Alternative wall thickness: 250×150×8 RHS (46.22 kg/m). For all hollow sections see the Section Reference Library →

Frequently Asked Questions

What is the weight of 250×150×6 RHS per metre?

250×150×6 RHS weighs 35.61 kg per metre as per IS 4923:1997. For a standard 6-metre length, the total weight is 213.66 kg. For a 12-metre length, total weight is 427.32 kg.

250×150×6 rectangular hollow section ka weight kitna hota hai?

IS 4923:1997 ke according, 250×150×6 rectangular hollow section ka weight 35.61 kg/m hota hai. 6 metre ki ek length ka total weight 213.66 kg hoga. Zyada accurate calculation ke liye upar diya gaya calculator use karein.

What are the dimensions and wall thickness of 250×150×6 RHS?

250×150×6 RHS per IS 4923:1997 has an outside width of 250 mm, outside height of 150 mm, and a wall thickness of 6.0 mm. The cross-sectional area is 45.36 cm². Mass tolerance is ±6% per piece as per IS 4923:1997 Clause 10.

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