EN10219-2 LSAW Steel Pipe
EN10219-2 LSAW steel pipe Description
EN10219-2 straight seam welded pipe is a cold-bent welded structural hollow pipe.
This document specifies tolerances for cold formed welded circular, square, rectangular and elliptical
structural hollow sections, manufactured in wall thicknesses up to 40 mm, in the following size ranges:
- circular: Outside diameters up to 2 500 mm;
- square: Outside dimensions up to 500 mm x 500 mm;
- rectangular: Outside dimensions up to 500 mm x 300 mm;
- elliptical: Outside dimensions up to 480 mm x 240 mm.
The formulae for calculating sectional properties of sections manufactured to the dimensional
tolerances of this standard, to be used for the purposes of structural design, are given in Annex A.
Dimensions and sectional properties for a limited range of more common sizes are given in Annex B.
NOTE: The designation of the sections' major axis (yy) and minor axis (zz) aligns with the axis designation
used for structural design in the structural Eurocodes.
EN10219-2 LSAW steel pipe specification
- Size : OD:406-1422.40mm WT:1.65-40mm, Length: 6mtr-20mtr
- Standard & Grade: EN10219 Grade S235JRH,S275JOH,S275J2H,S355JOH,S355J2H,S355K2H
- Ends:Square Ends/Plain Ends (straight cut, saw cut, torch cut), Beveled/Threaded Ends
- Coating: 3PE Coating;3PP Coating;FBE Coating;Epoxy Coating;Special Painting
chemical composition
|
Steel grade |
Type of de- oxidation a |
% by mass, maximum |
||||||
|
Steel name |
Steel number |
C |
Si |
Mn |
P |
S |
N b |
|
|
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 method is 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. |
||||||||
Mechanical Properties
|
Steel grade |
Minimum yield strength ReH MPa |
Tensile strength Rm MPa |
Minimum elongation A d % |
Minimum impact energy KV e J |
|||||
|
Steel name |
Steel number |
||||||||
|
Specified thickness mm |
Specified thickness mm |
Specified thickness mm |
at test temperature of |
||||||
|
£ 16 |
> 16 £ 40 |
< 3 |
³ 3 £ 40 |
£ 40 |
-20°C |
0 °C |
20 °C |
||
|
S235JRH a |
1.0039 |
235 |
225 |
360-510 |
360-510 |
24 b |
- |
- |
27 |
|
S275J0H a |
1.0149 |
275 |
265 |
430-580 |
410-560 |
20 c |
- |
27 |
- |
|
S275J2H |
1.0138 |
27 |
- |
- |
|||||
|
S355J0H a |
1.0547 |
355 |
345 |
510-680 |
470-630 |
20 c |
- |
27 |
- |
|
S355J2H |
1.0576 |
27 |
- |
- |
|||||
|
S355K2H |
1.0512 |
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). |
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EN10219-2 LSAW pipe in stock



Applications
- Architectural steel structures: high-rise building trusses, grid supports (mainly square/rectangular tubes).
- Construction machinery: crane booms, elevator rails (high yield strength requirements).
- Bridge auxiliary structures: guardrail bases, temporary support frames (weather-resistant materials such as S355J0H.
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