sales@briskmetal.com
8613821394999
enEnglish
Advanced Search

EN 10219 | BS EN 10219 Hollow Structural Steel Tubes Manufacturer and Supplier – Brisk Steel

 

Standard EN 10219 / BS EN 10219
Material Non-alloy and fine-grain steels
Manufacture Cold-formed welded process
Non-alloy Steel Grade S235JRH, S275J0H, S275J2H, S355J0H, S355J2H, S355K2H
Fine Grain Steel Grade
 S275NH, S275NLH, S355NH, S355NLH, S460NH, S460NLH, S275MH, S275MLH, S355MH, S355MLH, S420MH, S420MLH, S460MH, S460MLH
Application

Structural use
Coating Suitable for hot dip galvanized 

 

What is the EN 10219?

 

EN 10219 this European Standard specifies the technical delivery conditions for cold formed welded structural hollow sections of circular, square or rectangular forms and applies to structural hollow sections formed cold without subsequent heat treatment.
 
EN 10219 is identical to BS EN 10219, except that it applies to different countries. All of the following requirements are also applicable to BS EN 10219.
BRISK STEEL EN 10219 HOLLOW SECTION
CFRHS
EN 10219 COLD FORMED HOLLOW SECTION
CFRHS
EN 10219 LSAW PIPE
CFCHS
EN 10219 SSAW STEEL PIPE
CFCHS
 

Delivery Condition

 

The hollow sections shall be delivered cold formed without subsequent heat treatment except that the weld seam may be in the as welded or heat treated condition.
 
NOTE: For SAW hollow sections above 508 mm outside diameter it may be necessary to perform a warm shaping operation, which does not affect the mechanical properties, in order to meet the out-of-roundness tolerance requirements.

 

Chemical Composition

 

For non-alloy steel structural hollow sections

 

Chemical composition - Cast analysis for product thickness ≤ 40 mm
Steel grade Type of
deoxidation a		 % by mass, maximum
C Si Mn P S N b
Steel name Steel number
S235JRH 1.0039 FF 0.17 - 1.40 0.040 0.040 0.009
S275J0H 1.0149 FF 0.20 - 1.50 0.035 0.035 0.009
S275J2H 1.0138 FF 0.20 - 1.50 0.030 0.030 -
S355J0H 1.0547 FF 0.22 0.55 1.60 0.035 0.035 0.009
S355J2H 1.0576 FF 0.22 0.55 1.60 0.030 0.030 -
S355K2H 1.0512 FF 0.22 0.55 1.60 0.030 0.030 -

a The deoxidation methods are designated as follows:
   FF =Fully killed steel containing nitrogen-binding elements in amounts sufficient to bind available nitrogen.
   (e.g. min.0.020 %total Al, or 0.015 %soluble Al).
b The maximum value for nitrogen does not apply if the chemical composition shows a minimum total Al content of 0.020 %with a minimum Al/N ratio of 2:1, or if sufficient other N-binding elements are present. The N-binding elements shall be recorded in the inspection Document.

c  As rolled or normalized/normalized rolled (N) for steels of qualities JR, J0, J2, and K2 steel of qualities.

 

For Fine-grain steel structural hollow sections

 

  • feedstock condition N 

 

 Chemical composition - Cast analyses for product thicknesses ≤ 40 mm feedstock condition N a
Steel Grade Type of Deoxidationb

Classification

c

 % by Mass
Steel Name Steel Number C
max.		 Si
max.		 Mn P
max.		 S
max.		 Nb
max.		 V
max.		 Al totald
min.		 Ti
max.		 Cr
max.		 Ni
max.		 Mo
max.		 Cue
max.		 N
max.
S275NH 1.0493 GF QS 0.20 0.40

0.50

-
1.40

 0.035 0.030 0.05 0.08 0.02 0.03 0.30 0.30 0.10 0.35 0.015
S275NLH 1.0497 0.030 0.025
S355NH 1.0539 GF QS 0.20 0.50

0.90

-
1.65

 0.035 0.030 0.05 0.12 0.02 0.03 0.30 0.50 0.10 0.35 0.020
S355NLH 1.0549 0.18 0.030 0.025
S460NH 1.8953 GF SS 0.22 0.60

1.00

-
1.70

 0.035 0.030 0.05 0.20 0.02 0.03 0.30 0.80 0.10 0.70 0.025
S460NLH 1.8956 0.030 0.025

a normalized/normalized rolled (N) for steels of qualities N and NL

 

b The deoxidation method is designated as follows:
GF = Fully killed steel containing nitrogen binding elements in amounts sufficient to bind the available nitrogen and having a fine grained structure.
 
c QS = quality steel; SS = special steel.
 
d If sufficient N-binding elements are present, the minimum total Al content does not apply.
 
e If the copper content is greater than 0,30 % then the nickel content shall be at least half of the copper content.
 
  • feedstock condition M
 
Chemical composition - Cast analysis for product thicknesses ≤ 40 mm, feedstock condition M a
Steel Grade Type of Deoxidationb

Classification

c

 % by Mass
Steel Name Steel Number C
max.		 Si
max.		 Mn P
max.		 S
max.		 Nb
max.		 V
max.		 Al totald
min.		 Ti
max.		 Ni
max.		 Moe
max.		 N
max.
S275MH 1.8843 GF SS 0.13 0.50 1.50 0.035 0.030 0.05 0.08 0.02 0.05 0.20 0.10 0.020
S275MLH 1.8844 0.030 0.025
S355MH 1.8845 GF SS 0.14 0.50 1.50 0.035 0.030 0.05 0.10 0.02 0.05 0.20 0.10 0.020
S355MLH 1.8846 0.14 0.030 0.025
S420MH 1.8847 GF SS 0.16 0.50 1.70 0.035 0.030 0.05 0.12 0.02 0.05 0.20 0.10 0.020
S420MLH 1.8848 0.030 0.025
S460MH 1.8849 GF SS 0.16 0.60 1.70 0.035 0.030 0.05 0.12 0.02 0.05 0.20 0.10 0.025
S460MLH 1.8850 0.030 0.025

a thermomechanically rolled (M) for steels of quality M and ML

 

b The deoxidation method is designated as follows:
GF = Fully killed steel containing nitrogen binding elements in amounts sufficient to bind the available nitrogen and having a fine grained structure.
 
c SS = special steel.
 
d If sufficient N-binding elements are present, the minimum total Al content does not apply.
 
e The total sum of Cr, Cu and Mo shall not be higher than 0,60 %.
 

Carbon Equivalent Value

 

  • Non-alloy Steel Maximum CEV:

 

Maximum carbon equivalent value (CEV)based on cast analysis
Steel Grade Maximum CEV In % for specified thicknesses in mm
Steel Name Steel Number ≤40
S235JRH 1.0039 0.35
S275J0H 1.0149

0.40
S275J2H 1.0138

0.40
S355J0H 1.0547 0.45
S355J2H 1.0576 0.45
S355K2H 1.0512 0.45
 

  • Fine Grain Steel Maximum CEV:

 
Maximum carbon equivalent value (CEV)based on cast analysis
Steel Grade Maximum CEV In % for specified thicknesses in mm
Steel Name Steel Number ≤40

S275NH

S275NLH

1.0493

1.0497

 0.40

S275MH

S275MLH

1.8843

1.8844

 0.34

S355NH

S355NLH

1.0539

1.0549

 0.43

S355MH

S355MLH

1.8845

1.8846

 0.39

S420MH

S420MLH

1.8847

1.8848

 0.43

S460NH

S460NLH

1.8953

1.8956

 0.53

S460MH

S460MLH

1.8849

1.8850

 0.46
 

Mechanical Properties

 

For non-alloy steel structural hollow sections

 
Mechanical properties of non-alloy steel hollow sections in thicknesses ≤ 40 mm
Steel name

Minimum yield strength ReH

MPa

Tensile strength Rm

MPa

Minimum elongation A d

%

Minimum impact energy KV e

J

Specified thickness

mm

Specified thickness

mm

Specified thickness

mm

 at test temperature of
≤ 16 >16 ≤ 40 ＜3 ≥ 3 ≤ 40 ≤ 40 -20 ℃ 0 ℃ 20 ℃
S235JRH a 235 225 360 – 510 360 – 510 24 b - - 27
S275J0H a 275 265 430 – 580 410 – 560 20 c - 27 -
S275J2H 27 - -
S355J0H a 355 345 510 – 680 470 – 630 20 c - 27 -
S355J2H 27 - -
S355K2H 40 f - -

a The impact properties are verified only when Option 1.3 is specified.


b For thicknesses > 3 mm and section sizes D/T < 15 (round) and (B+H)/2T < 12.5 (square and rectangular) the minimum elongation is reduced by 2. For thicknesses < 3 mm the minimum value for elongation is 17 %.


c For section sizes D/T < 15 (circular) and (B+H)/2T < 12,5 (square and rectangular) the minimum elongation is reduced by 2.


d For thicknesses < 3 mm see 9.2.2.


e For impact properties for reduced section test pieces see 6.7.2.


f This value corresponds to 27J at -30 °C (see EN 1993-1-1).
 

For Fine-grain steel structural hollow sections

 

  • Feedstock condition N:

 

Mechanical properties of hollow sections in thicknesses ≤ 40 mm
Steel name

Minimum yield strength ReH

MPa

Tensile strength Rm

MPa

Minimum elongation A a b

%

Minimum impact energy KV c

J

Specified thickness

mm

Specified thickness

mm

Specified thickness

mm

 At test temperature of
≤ 16 > 16 ≤ 40 ≤ 40 ≤ 40 -50 ℃ -20 ℃
S275NH 275 265 370 – 510 24 - 40 d
S275NLH 27 -
S355NH 355 345 470 – 630 22 - 40 d
S355NLH 27 -
S460NH 460 440 540 – 720 17 - 40 d
S460NLH 27 -
a For section sizes D/T < 15 (circular) and (B+H)/2T < 12,5 (square and rectangular) the minimum elongation is reduced by 2.
b For thicknesses < 3 mm see 9.2.2.
c For impact properties for reduced section test pieces see 6.7.2.
d This value corresponds to 27J at –30 °C (see EN 1993-1-1).
 
  • Feedstock condition M:
 
Mechanical properties of hollow sections in thicknesses ≤ 40 mm
Steel name

Minimum yield strength ReH

MPa

Tensile strength Rm

MPa

Minimum elongation A a b

%

Minimum impact energy KV c

J
Specified thickness mm Specified thickness mm Specified thickness mm at test temperature of
≤ 16 > 16 ≤ 40 ≤ 40 ≤ 40 – 50 ℃ – 20 ℃
S275MH 275 265 370 – 510 24 - 40 d
S275MLH 27 -
S355MH 355 345 470 – 610 22 - 40 d
S355MLH 27 -
S420MH 420 400 500 – 660 19 - 40 d
S420MLH 27 -
S460MH 460 440 530 – 720 17 - 40 d
S460MLH 27 -
a For section sizes D/T < 15 (circular) and (B+H)/2T < 12,5 (square and rectangular) the minimum elongation is reduced by 2.
b For thicknesses < 3 mm see 9.2.2.
c For impact properties for reduced section test pieces see 6.7.2.
d This value corresponds to 27J at –30 °C (see EN 1993-1-1).
 

Products Description

 

Tolerances on Shape, Straightness, and Mass

 

Characteristic Circular hollow sections Square and rectangular 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
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%
For D ＞ 406.4 mm: ±10 % with a maximum of ±2 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
Mass
(M)		 ±6 % on individual delivered lengths
 

Tolerances on External Corner Profiles

 

Thickness
mm		 External corner profile
C1,C2,or R
T ≤ 6 1.6T to 2.4T
6 ＜ T ≤ 10 2.0T to 3.0T
T ＞ 10 2.4T to 3.6T
 

Tolerances on Length

 

Type of length a Range of length or length L Tolerance
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 ≥ 4,000 0 – +50 mm
Exact length b ＜ 6,000 0 – +10 mm
6,000 ≤ L ≤ 10,000 0 – +15 mm
＞10,000 0 – +5mm (+1mm/m)
a The manufacturer shall establish at the time of enquiry and order the type of length required and the length range or length.
b Common lengths available are 6 m and 12 m.
 

Tolerance on Height of Internal and External Weld Seam

 

Thickness, T Maximum weld bead height, mm
≤ 14.2 3.5
> 14.2 4.8
Note: Applicable to submerged arc welding hollow pipe section inside and outside the weld height tolerance requirements.
 

Contact US

 

BRISK STEEL is a focus on hollow sections manufacturer and suppliers has perfect production equipment and production lines, mostly using a variety of production technologies such as ERW, LSAW, SEAMLESS, etc., to manufacture various specifications of hollow section steel.

 

So contact us to get the latest price of EN 10219 for free.

Send Inquiry