hollow_steel_sections_for_structural_use_uniasen

BS EN 10210 for Hot Finished Structural Hollow Sections

Standard Overview:
EN 10210 is a European harmonized standard for hot-formed structural hollow sections, including round, square and rectangular sections, both welded and seamless. It consists of two main parts: EN 10210-1 (technical requirements) and EN 10210-2 (dimensional specifications)

Main Material:
Non-alloy and fine-grained steels are available. Steel grade range: S235, S275, S355 and other different strength grades

Scope of Application:

  • Steel frames for building structures
  • Industrial equipment manufacturing
  • Infrastructure engineering (such as bridges, and towers)
  • Offshore engineering structures
  • Structural parts that need to withstand static or dynamic loads

Why Choose UNIASEN?

Our EN 10210 hot-finished structural hollow sections are available in a wide range of sizes including round, square, rectangular and oval.

UNIASEN strictly adheres to the chemical requirements of EN 10210 hot-finished structural hollow sections. These sections are made of non-alloy and fine-grain steel, ensuring they are strong and durable.

We offer a range of steel grades for our EN 10210 hot-finished structural hollow sections including S235JRH, S275JOH, S275J2H, S355JOH and S355J2H.

Our hollow sections can be supplied with different surface coatings to enhance durability and longevity.

Our EN 10210 hot-finished structural hollow sections are available in a wide range of sizes to suit your specific project requirements.

Specification of EN10210 Hollow Structural Section

Standard EN10210
Procedure ERW, SMLS
Steel Grade S235JRH,S275J0H,S275J2H,S355J0H,S355J2H,S355K2H
Usage Mechanical tubing liquid transport steel pipe, general structure, mechanical structure transport liquid, gas, oil
Dimensions Circular: ≤2500mm
Square: ≤800mm*800mm
Rectangular: ≤750mm*500mm
Elliptical: ≤500mm*250mm
Tolerance OD: Circular ±1% with a minimum of ±0.5mm and a mamximum of ±10mm
Rectangular and Square: ±1% with a minimum of ±0.5mm
Thickness: -10%
Mass: ±6% on individual delivered lengths
Random Length 4000≤L≤16000 with a range of 2000 per order item 10% of sections supplied may be below the minimum for the ordered range but not shorter than 75% of the minimum range length
Approximate Length 4000≤L≤16000 ±500mm
Exact length 2000≤L≤6000 0/ +10mm
>6000 0/ +15mm
Mandatory Test Cast Analysis, Tensile test, Impact test, Surface condition and dimensions. For welded products NDT of the weld
Optional tests Product analysis, Tensile test in corner region, Impact test in corner region
Pipe Ends Plain End/ Beveled End/ Grooved /Threaded
Coating Black/Vanish/3PE/Galvanized/Fusion bond Expoxy Coating

Dimension

Type Outside Diameters Outside Dimensions Wall Thicknesses
Circular Up to 2 500 mm Up to 120 mm
Square Up to 800 mm x 800 mm
Rectangular Up to 750 mm x 500 mm
Elliptical Up to 500 mm x 250 mm

Chemical Requirement

Chemical Composition — Cast Analysis For Product Thickness ≤ 120 Mm
Steel Grade Type of Deoxidation % by Mass, Maximum
C
Specified Thickness (mm)
Si Mn P S N
Steel Name Steel Number
≤ 40 > 40 ≤ 120
S235JRH 1.0039 FN 0.17 0.20 1.40 0.040 0.040 0.009
S275J0H 1.0149 FN 0.20 0.22 1.50 0.035 0.035 0.009
S275J2H 1.0138 FF 0.20 0.22 1.50 0.030 0.030
S355J0H 1.0547 FN 0.22 0.22 0.55 1.60 0.035 0.035 0.009
S355J2H 1.0576 FF 0.22 0.22 0.55 1.60 0.030 0.030
S355K2H 1.0512 FF 0.22 0.22 0.55 1.60 0.030 0.030
Chemical Composition — Cast Analyses For Product Thickness < 65 Mm
Steel Grade Type of Deoxidation Sub Group % by Mass
Steel Name Steel Number C Si Mn P S Nb V Al total Ti Cr Ni Mo Cu N
max. max. max. max. max. max. min. max. max. max. max. max. max.
S275NH 1.0493 GF QS 0.2 0.4 0.5 0.035 0.03 0.05 0.08 0.02 0.03 0.3 0.3 0.1 0.35 0.015
S275NLH 1.0497 1.4 0.03 0.025
S355NH 1.0539 GF QS 0.2 0.5 0.9 0.035 0.03 0.05 0.12 0.02 0.03 0.3 0.5 0.1 0.35 0.02
S355NLH 1.0549 0.18 1.65 0.03 0.025
S420NH 1.875 GF SS 0.22 0.6 1 0.035 0.03 0.05 0.2 0.02 0.03 0.3 0.8 0.1 0.7 0.025
S420NLH 1.8751 1.7 0.03 0.025
S460NH 1.8953 GF SS 0.22 0.6 1 0.035 0.03 0.05 0.2 0.02 0.03 0.3 0.8 0.1 0.7 0.025
S460NLH 1.8956 1.7 0.03 0.025

Mechanical Requirement

Mechanical Properties Of Non-Alloy Structural Steel Hollow Section
Steel Grade Minimum Yield Strength ReH
MPa
Tensile Strength Rm
MPa
Minimum Elongation Aab
%
Minimum Impact
Energy KV
J
Specified Thickness
mm
Specified Thickness
mm
Specified Thickness
mm
At Test Temperature of
Steel Name Steel Number ≤ 16 > 16
≤ 40
> 40
≤ 63
> 63
≤ 80
> 80
≤ 100
> 100
≤ 120
≤ 3 > 3
≤ 100
>100
≤ 120
≤ 40 > 40
≤ 63
> 63
≤ 100
> 100
≤ 120
-20℃ 0℃ 20℃
S235JRH 1.0039 235 225 215 215 215 195 360-510 360-510 350-500 26 25 24 22 27
S275J0H 1.0149 275 265 255 245 235 225 430-580 410-560 400-540 23 22 21 19 27
S275J2H 1.0138 27
S355J0H 1.0547 355 345 335 325 315 295 510-680 470-630 450-600 22 21 20 18 27
S355J2H 1.0576 27
S355K2H 1.0512 40
Mechanical Properties Of Fine Grain Structural Steel Hollow Sections
Steel Grade Minimum Yield Strength ReH Tensile Strength Rm MPa at Specified Thickness ≤ 65 mm Minimum Elongation A % at Specified Thickness ≤ 65 mm Minimum Impact Energy KV
MPa J
Steel Name Steel Number Specified Thickness mm At Test Temperature of
≤ 16 > 16 > 40 Longitudinal Transverse -50℃ -20 °C
≤ 40 ≤ 65
S275NH 1.0493 275 265 255 370-510 24 22 40
S275NLH 1.0497 27
S355NH 1.0539 355 345 335 470-630 22 20 40
S355NLH 1.0549 27
S420NH 1.875 420 400 390 520-680 19 17 40
S420NLH 1.8751 27
S460NH 1.8953 460 440 430 540-720 17 15 40
S460NLH 1.8956 27

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