HSS 5 × 3 × ¼" (127 × 76.2 × 6.35 mm) ASTM A500 Grade B/C Rectangular HSS
127x76.2x6.35mm Steel rectangular hss in ASTM A500 Grade B, Grade C to ASTM A500/A500M, with an uncoated steel surface suitable for further processing or painting. Nominal weight 18.176758 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 extra heavy-duty industrial Steel rectangular hss is commonly specified for heavy structural supports, load-bearing frames, and demanding industrial applications. The 6.35mm wall thickness provides exceptional structural integrity while maintaining workability. The natural mill finish provides a cost-effective solution for applications where aesthetics are secondary. 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 | 127mm × 76.2mm × 6.35mm |
| Weight per Meter | 18.177 kg/m |
| Material | Steel |
| Alloy/Grade | ASTM A500 Grade B, C |
| Standard | ASTM A500/A500M |
| Standard Length | 6m |
| Designation (inch) | HSS 5 × 3 × ¼ |
| Weight (lb/ft) | 12.21 lb/ft |
| Internal Weld Removal | Available on request |
| Minimum Order per Size | 10 t |
| Cut-to-Length Range | 4000 – 12000 mm |
Section Properties
Calculated with the AISC design wall thickness (0.93 × nominal); mass and length per tonne use the nominal wall.
| Property | Value |
|---|---|
| Cross-sectional area(A) | 21.7 cm² |
| Second moment of area(Ix) | 446 cm⁴ |
| Second moment of area(Iy) | 200 cm⁴ |
| Radius of gyration(ix) | 4.53 cm |
| Radius of gyration(iy) | 3.03 cm |
| Elastic section modulus(Wel,x) | 70.2 cm³ |
| Elastic section modulus(Wel,y) | 52.4 cm³ |
| Plastic section modulus(Wpl,x) | 88.1 cm³ |
| Plastic section modulus(Wpl,y) | 61.6 cm³ |
| Torsional inertia constant(It) | 461 cm⁴ |
| Torsional modulus constant(Ct) | 88.9 cm³ |
| Surface area per metre(As) | 0.386 m²/m |
| Length per tonne | 55.0 m |
Grade strength and capacity
Minimum strength of each grade this size is rolled in, with the indicative capacity calculated on the AISC design wall (0.93 × nominal).
| Grade | Min. yield | Tensile | Bending Wel·fy | Axial A·fy |
|---|---|---|---|---|
| Grade B | 46 ksi (315 MPa) | 58 ksi (400 MPa) | 22.1 kNm · 16.3 kip·ft | 684 kN · 154 kips |
| Grade C | 50 ksi (345 MPa) | 62 ksi (425 MPa) | 24.2 kNm · 17.9 kip·ft | 749 kN · 168 kips |
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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