400×250×6 mm S235JRH Steel Rectangular Hollow Section
400x250x6mm Steel rectangular hollow section in S235JRH, S275J0H, S355J2H to EN 10219, with a primer-coated surface optimised for paint adhesion. Nominal weight 59.372 kg/m.
Minimum order
Minimum 10 t per size. If the size is already in the current production cycle, we can accept orders from 5 t. Standard length 6 m; 4–12 m on request. We confirm the minimum, lead time and grade in your quote.
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Minimum order: 10 t per size (from 5 t if the size is in production)
Applications & Usage
This heavy-duty structural Steel rectangular hollow section is commonly specified for framework, support structures, machinery bases, and industrial equipment. The 6mm wall thickness provides superior load-bearing capacity while maintaining workability. The applied finish enhances both durability and appearance. Available in standard lengths of 6m, this profile can be easily cut, drilled, and welded to suit your specific requirements.
Technical Specifications
| Specification | Value |
|---|---|
| Dimensions | 400mm × 250mm × 6mm |
| Weight per Meter | 59.372 kg/m |
| Material | Steel |
| Alloy/Grade | S235JRH, S275J0H, S355J2H |
| Standard | EN 10219 |
| Finish | Primer Coated |
| Standard Length | 6m |
| Internal Weld Removal | Available on request |
| Minimum Order per Size | 10 t |
| Cut-to-Length Range | 4000 – 12000 mm |
Section Properties
Nominal values calculated from nominal dimensions to EN 10219-2.
| Property | Value |
|---|---|
| Cross-sectional area(A) | 75.6 cm² |
| Second moment of area(Ix) | 17118 cm⁴ |
| Second moment of area(Iy) | 8352 cm⁴ |
| Radius of gyration(ix) | 15.0 cm |
| Radius of gyration(iy) | 10.5 cm |
| Elastic section modulus(Wel,x) | 856 cm³ |
| Elastic section modulus(Wel,y) | 668 cm³ |
| Plastic section modulus(Wpl,x) | 1024 cm³ |
| Plastic section modulus(Wpl,y) | 744 cm³ |
| Torsional inertia constant(It) | 17580 cm⁴ |
| Torsional modulus constant(Ct) | 1110 cm³ |
| Surface area per metre(As) | 1.28 m²/m |
| Length per tonne | 16.8 m |
Grade strength and capacity
Minimum strength of each grade this size is rolled in, with the indicative capacity of the section.
| Grade | Min. yield | Tensile | Bending Wel·fy | Axial A·fy |
|---|---|---|---|---|
| S235JRH | 235 MPa | 360–510 MPa | 201 kNm | 1777 kN |
| S275J0H | 275 MPa | 410–560 MPa | 235 kNm | 2080 kN |
| S355J2H | 355 MPa | 470–630 MPa | 304 kNm | 2685 kN |
Indicative values from nominal dimensions: Wel × fy and A × fy, without buckling, cross-section class or partial safety factors. Not a design check.
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