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EN10219-1 Welded Structural Hollow Section

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Brand: Wanlei Steel Pipe
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Welded structural hollow section includes welded square hollow section, welded rectangular hollow section. S355 welded square steel pipe, S235 welded square steel pipe, S275 welded square steel pipe.

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Tianjin Wanlei Steel Pipe Co., Ltd. is one of the leading manufacturers and suppliers of en10219-1 welded structural hollow section in China, featured by quality products and low price. If you're going to wholesale durable en10219-1 welded structural hollow section made in China, welcome to get pricelist and free sample from our factory.

EN10219-1 welded structural hollow section

EN10219-1 standard specification for cold formed welded structural hollow sections of non-alloy and fine grain steels

Structural hollow sections of non-alloy quality steels — Chemical composition and mechanical properties

Chemical composition-cast analysis for product thickness ≤40mm

Steel grade		Type of deoxidation^a	% by mass, maximum
Steel name	Steel number	Type of deoxidation^a	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.

Maximum carbon equivalent value (CEV) based on cast analysis

Steel grade		Maximum CEV for nominal thickness≤40mm %
Steel name	Steel number	Maximum CEV for nominal thickness≤40mm %
S235JRH	1.0039	0.35
S275J0H	1.0419	0.40
S275J2H	1.0138	0.40
S355J0H	1.0547	0.45
S355J2H	1.0576	0.45
S355K2H	1.0512	0.45

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

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
Steel name	Steel number	≤16	>16 ≤40	<3	≥3 ≤40	≤40	-20℃	0℃	20℃
S235JRH	1.0039	235	225	360-510	360-510	24 ^b	-	-	27
S275J0H	1.0419	275	265	430-580	410-560	20 ^c	-	27	-
S275J2H	1.0138	275	265	430-580	410-560	20 ^c	27	-	-
S355J0H	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 EN10219-1 9.2.2.

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

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

PIC-1

Part II

Structural hollow sections of fine grain steels - Chemical composition and mechanical properties

Chemical composition - Cast analyses for product thicknesses≤40mm, feedstock condition N ^a

Steel grade		Type of deoxidation ^b	Classification ^c	% by mass
Steel name	Steel number			C Max.	Si Max.	Mn	P Max.	S Max.	Nb Max.	V Max.	Al total ^d Min.	Ti Max.	Cr Max.	Ni Max.	Mo Max.	Cu Max.	N Max.
S275NH	1.0493	GF	QS	0.20	0.40	0.50-1.40	0.035	0.030	0.050	0.05	0.020	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	0.050	0.12	0.020	0.03	0.30	0.30	0.10	0.35	0.015
S355NLH	1.0549			0.18			0.030	0.025
S460NH	1.8953	GF	QS	0.20	0.60	1.00-1.70	0.035	0.030	0.050	0.20	0.020	0.03	0.30	0.30	0.10	0.70	0.025
S460NLH	1.8956						0.030	0.025

a See 6.3.

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.

Chemical composition -- Cast analysis for product thicknesses≤40mm, feedstock condition M ^a

Steel grade		Type of deoxidation ^b	Classification ^c	% by mass
Steel name	Steel number			C Max.	Si Max.	Mn Max.	P Max.	S Max.	Nb Max.	V Max.	Al total ^d Min.	Ti max.	Ni Max.	Mo ^e Max.	N max.
S275MH	1.8843	GF	SS	0.13	0.50	1.50	0.035	0.030	0.050	0.08	0.020	0.050	0.30	0.20	0.020
S275MLH	1.8844						0.030	0.025
S355MH	1.8845	GF	SS	0.14	0.50	1.50	0.035	0.030	0.050	0.10	0.020	0.050	0.30	0.20	0.020
S355MLH	1.8846						0.030	0.025
S420MH	1.8847	GF	SS	0.16	0.50	1.70	0.035	0.030	0.050	0.12	0.020	0.050	0.30	0.20	0.020
S420MLH	1.8848						0.030	0.025
S460MH	1.8849	GF	SS	0.16	0.60	1.70	0.035	0.030	0.050	0.12	0.020	0.050	0.30	0.20	0.025
S460MLH	1.8850						0.030	0.025

a See 6.3.

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 %.

Table B.3 — Maximum carbon equivalent value based on cast analysis

Steel grade

Maximum CEV for nominal

thicknesses ≤ 40 mm

Steel name

Steel number

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

S3550MLH

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

Table B.4 — Mechanical properties of hollow sections in thicknesses ≤ 40 mm — Feedstock material condition N

Steel grade		Minimum yield strength ReH MPa		Tensile strength Rm MPa	Minimum elongation A ^{a b} %	Minimum impact energy KV ^c J
Steel name	Steel number	Specified thickness mm		Specified thickness mm	Specified thickness mm	At test temperature of
		≤16	>16 ≤40	≤40	≤40	-50℃	-20℃
S275NH	1.0493	275	265	370-510	24	-	40 ^d
S275NLH	1.0497					27	-
S355NH	1.0539	355	345	470-630	22	-	40 ^d
S355NLH	1.0549					27	-
S460NH	1.8953	460	440	540-720	17	-	40 ^d
S460NLH	1.8956					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℃ (see EN 1993-1-1).

Table B.5 — Mechanical properties of hollow sections in thicknesses≤40 mm — Feedstock material condition M

Steel grade		Minimum yield strength ReH MPa		Tensile strength Rm MPa	Minimum elongation A ^{a b} %	Minimum impact energy KV ^c J
Steel name	Steel number	Specified thickness mm		Specified thickness mm	Specified thickness mm	At test temperature of
		≤16	>16 ≤40	≤40	≤40	-50℃	-20℃
S275MH	1.8843	275	265	360-510	24	-	40 ^d
S275MLH	1.8844					27	-
S355MH	1.8845	355	345	450-610	22	-	40 ^d
S355MLH	1.8846					27	-
S420MH	1.8847	420	400	500-660	19	-	40 ^d
S420MLH	1.8848					27	-
S460MH	1.8849	460	440	530-720	17	-	40 ^d
S460MLH	1.8850					27	-