4.252" × 0.313" (Ø108×7.94 mm) ASTM A500 Grade B Round HSS
108x7.94mm Steel round 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 19.59298 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 round hss is commonly specified for heavy structural supports, load-bearing frames, and demanding industrial applications. The 7.94mm 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 | Ø 108mm × 7.94mm wall |
| Weight per Meter | 19.593 kg/m |
| Material | Steel |
| Alloy/Grade | ASTM A500 Grade B |
| Standard | ASTM A500/A500M |
| Standard Length | 6m |
| OD × Wall (inch) | 4.252 × 0.313 in |
| Weight (lb/ft) | 13.18 lb/ft |
| 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) | 23.3 cm² |
| Second moment of area(I) | 297 cm⁴ |
| Radius of gyration(i) | 3.57 cm |
| Elastic section modulus(Wel) | 55.0 cm³ |
| Plastic section modulus(Wpl) | 74.9 cm³ |
| Torsional inertia constant(It) | 594 cm⁴ |
| Torsional modulus constant(Ct) | 110 cm³ |
| Surface area per metre(As) | 0.339 m²/m |
| Length per tonne | 51.0 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 | 42 ksi (290 MPa) | 58 ksi (400 MPa) | 15.9 kNm · 11.8 kip·ft | 677 kN · 152 kips |
Indicative values from nominal dimensions: Wel × fy and A × fy, without buckling, cross-section class or partial safety factors. Not a design check.
Nearest metric size to EN 10219: Ø108 × 8 mm →
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