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Tianjin Brisk Metalwork Co.,Ltd is one of the manufacturers of EN 10219 S355JR STRUCTUAL STEEL TUBE in China. Our products are mainly exported to the Middle East, Southeast Asia, Europe, New Zealand, and other regions.If you would like to learn more about our products, feel free to contact us and send your purchase list.
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Chemical Composition
| Steel Grade | Chemical Composition % | ||||||
| C | Si | Mn | P | S | N | Al | |
| EN 10219 S355JR | ≤0.22 | ≤0.55 | ≤1.60 | ≤0.035 | ≤0.035 | ≤0.009 | ≥0.020 |
- Low carbon design (C≤0.22%) ensures good weldability and toughness.
- Manganese (Mn) increases strength, refines grains, and improves hot workability.
- Aluminum (Al) acts as a deoxidizer and refines grains, ensuring impact toughness.
- Phosphorus and sulfur are strictly controlled to reduce the risk of cold/heat brittleness.
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The calculation method for CEV is as follows: CEV = C+Mn/6+(Cr+Mo+V)/5+(Ni+Cu)/15
Mechanical Properties
| Steel Grade | Thickness(mm) | Yield Strength(Mpa) | Tensile Strength(Mpa) | Elongation % |
20 ℃ Impact energy KV |
| EN 10219 S355JR | ≤16 | ≥355 | 470–630 | ≥22 | ≥27 |
| 16–40 | ≥345 | 470–630 | ≥22 | ≥27 |
- JR: At 20°C room temperature impact, the V-notch impact energy is ≥27J, ensuring resistance to brittle fracture at room temperature.
Material Advantages

- High Strength: Yield strength ≥355MPa, about 120MPa higher than ordinary structural steel (such as S235), allowing for thinner sections and reduced structural weight.
- Excellent Toughness: Stable under impact at room temperature, with strong resistance to dynamic loads and earthquakes.
- Good Weldability: Low carbon, low CEV (carbon equivalent ≈0.40–0.45), compatible with various welding processes, and stable joint performance.
- Good Workability: Good performance in cold bending, cutting, and forming, suitable for manufacturing complex hollow components.
- High Cost-Performance Ratio: Significant strength improvement with limited cost increase, providing outstanding overall benefits.
- Building Steel Structures: Columns, beams, and trusses for high-rise and super high-rise buildings; large-span stadium and factory frameworks; curtain wall support structures.
- Bridge Engineering: Main beams, piers, trusses, and support systems for highway and railway bridges.
- Mechanical Equipment: Heavy machinery frames, equipment bases, crane arms, and structural components of construction machinery.
- Energy Infrastructure: Wind turbine towers, photovoltaic supports, transmission towers, and oil & gas pipeline support structures.
- Transportation: Vehicle chassis, container frames, ship superstructures, and hull structures.
- Others: Load-bearing structures for storage racks, industrial platforms, and municipal facilities.

Dimensional Tolerance
| Characteristic | Circular hollow sections | Square and rectangular hollow sections | Elliptical hollow sections | |
| Side length mm | Tolerance | |||
| Outside Dimensions (D, B, H) | ±1 % with a minimum of ± 0.5 mm and a maximum of ± 10 mm |
H, B < 100 | ±1 % with a minimum of ± 0.5 mm | ±1 % with a minimum of ± 0.5 mm |
| 100 ≤ H, B ≤ 200 | ±0.8 % | |||
| H, B > 200 | ±0.6 % | |||
| Thickness (T) |
For D ≤ 406.4 mm: T ≤ 5 mm ± 10%; T > 5mm ±0.5 mm; |
T ≤ 5 mm ± 10% | T ≤ 5 mm ± 10% | |
| For D > 406.4 mm: ±10 % with a maximum of ±2 mm | T > 5mm ±0.5 mm | T > 5mm ±0.5 mm | ||
| Out-of-roundness (O) | 2 % for hollow sections having a diameter to thickness ratio not exceeding 100 | - | - | |
| Concavity/Convexity (x1, x2) | - | max 0.8 % with a minimum of mm | - | |
| Squareness of side (θ) | - | 90° ± 1° | - | |
|
External corner profile (C1, C2 or R) |
- | See Table 3 | - | |
| Twist (V) | - | 2 mm plus 0.5 mm/m length | - | |
| Straightness(e) | 0.2 % of total length and 3 mm over any 1 m length | 0.15 % of total length and 3 mm over any 1 m length | 0.2 % of total length and 3 mm over any 1 m length | |
| Mass(M) | ±6 % on individual delivered lengths | |||
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