150×50×2 mm S235JRH Steel Rectangular Hollow Section
150x50x2mm Steel rectangular hollow section in S235JRH, S275J0H, S355J2H to EN 10219, with a primer-coated surface optimised for paint adhesion. Nominal weight 6.074 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 lightweight and decorative Steel rectangular hollow section is commonly specified for trim work, framing, display systems, and interior design projects. The 2mm wall thickness provides adequate strength for light-duty applications 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 | 150mm × 50mm × 2mm |
| Weight per Meter | 6.074 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) | 7.74 cm² |
| Second moment of area(Ix) | 208 cm⁴ |
| Second moment of area(Iy) | 37.2 cm⁴ |
| Radius of gyration(ix) | 5.18 cm |
| Radius of gyration(iy) | 2.19 cm |
| Elastic section modulus(Wel,x) | 27.7 cm³ |
| Elastic section modulus(Wel,y) | 14.9 cm³ |
| Plastic section modulus(Wpl,x) | 35.3 cm³ |
| Plastic section modulus(Wpl,y) | 16.3 cm³ |
| Torsional inertia constant(It) | 104 cm⁴ |
| Torsional modulus constant(Ct) | 26.9 cm³ |
| Surface area per metre(As) | 0.393 m²/m |
| Length per tonne | 165 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 | 6.50 kNm | 182 kN |
| S275J0H | 275 MPa | 430–580 MPa | 7.61 kNm | 213 kN |
| S355J2H | 355 MPa | 510–680 MPa | 9.82 kNm | 275 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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