EN10025 S355J2 Structural Steel H Beams

Rail & Fittings, Steel Rail

EN10025 S355J2 Structural Steel H Beams

Our S355J2 H Beams manufactures to European standard EN 10025-2, offering a minimum yield strength of 355 MPa and excellent impact resistance at temperatures as low as -20°C. These hot-rolled steel beams are the ideal choice for robust structural frameworks in construction, industrial buildings, bridges, and heavy-duty support systems. They provide superior load-bearing capacity and weldability, ensuring reliability and safety in demanding environments.

Email:

sales@imristeel.com

Phone:

+86 13646172523

Quote Now

Product Detail

Chemical Component

Dimensions and Sectional Properties

EN10034:1997 EN10163-3：2004

Designation		Unit Weight (kg/m)	Standard Sectional Dimension (mm)					Sectional Area (cm²)
Designation		W	H	B	t 1	t2	r	A
HE100	A	16.7	96.0	100.0	5.0	8.0	12.0	21.24
	B	20.4	100.0	100.0	6.0	10.0	12.0	26.04
	M	41.8	120.0	106.0	12.0	20.0	12.0	53.24
HE120	A	19.9	114.0	120.0	5.0	8.0	12.0	25.34
	B	26.7	120.0	120.0	6.5	11.0	12.0	34.01
	M	52.1	140.0	126.0	12.5	21.0	12.0	66.41
HE140	A	24.7	133.0	140.0	5.5	8.5	12.0	31.42
	B	33.7	140.0	140.0	7.0	12.0	12.0	42.96
	M	63.2	160.0	146.0	13.0	22.0	12.0	80.56
HE160	A	30.4	152.0	160.0	6.0	9.0	15.0	38.77
	B	42.6	160.0	160.0	8.0	13.0	15.0	54.25
	M	76.2	180.0	166.0	14.0	23.0	15.0	97.05
HE180	A	35.5	171.0	180.0	6.0	9.5	15.0	45.25
	B	51.2	180.0	180.0	8.5	14.0	15.0	65.25
	M	88.9	200.0	186.0	14.5	24.0	15.0	113.3
HE200	A	42.3	190.0	200.0	6.5	10.0	18.0	53.83
	B	61.3	200.0	200.0	9.0	15.0	18.0	78.08
	M	103	220.0	206.0	15.0	25.0	18.0	131.3
HE220	A	50.5	210.0	220.0	7.0	11.0	18.0	64.34
	B	71.5	220.0	220.0	9.5	16.0	18.0	91.04
	M	117	240.0	226.0	15.5	26.0	18.0	149.4
HE240	AA	47.4	224.0	240.0	6.5	9.0	21.0	60.38
	A	60.3	230.0	240.0	7.5	12.0	21.0	76.84
	B	83.2	240.0	240.0	10.0	17.0	21.0	106.0
	M	157	270.0	248.0	18.0	32.0	21.0	199.6
HE260	AA	54.1	244.0	260.0	6.5	9.5	24.0	68.97
	A	68.2	250.0	260.0	7.5	12.5	24.0	86.82
	B	92.9	260.0	260.0	10.0	17.5	24.0	118.4
	M	172	290.0	268.0	18.0	32.5	24.0	219.6

Designation		Unit Weight (kg/m)	Standard Sectional Dimension (mm)					Sectional Area (cm²)
Designation		W	H	B	t 1	t2	r	A
HE280	AA	61.3	264.0	280.0	7.0	10.0	24.0	78.02
	A	76.4	270.0	280.0	8.0	13.0	24.0	97.26
	B	103	280.0	280.0	10.5	18.0	24.0	131.4
	M	189	310.0	288.0	18.5	33.0	24.0	240.2
HE300	AA	69.8	283.0	300.0	7.5	10.5	27.0	88.91
	A	88.3	290.0	300.0	8.5	14.0	27.0	112.5
	B	117	300.0	300.0	11.0	19.0	27.0	149.1
	M	238	340.0	310.0	21.0	39.0	27.0	303.1
HE320	AA	74.3	301.0	300.0	8.0	11.0	27.0	94.58
	A	97.7	310.0	300.0	9.0	15.5	27.0	124.4
	B	127	320.0	300.0	11.5	20.5	27.0	161.3
	M	245	359.0	309.0	21.0	40.0	27.0	312.0
HE340	AA	78.9	320.0	300.0	8.5	11.5	27.0	100.5
	A	105	330.0	300.0	9.5	16.5	27.0	133.5
	B	134	340.0	300.0	12.0	21.5	27.0	170.9
	M	248	377.0	309.0	21.0	40.0	27.0	315.8
HE360	AA	83.7	339.0	300.0	9.0	12.0	27.0	106.6
	A	112	350.0	300.0	10.0	17.5	27.0	142.8
	B	142	360.0	300.0	12.5	22.5	27.0	180.6
	M	250	395.0	308.0	21.0	40.0	27.0	318.8
HE400	AA	92.4	378.0	300.0	9.5	13.0	27.0	117.7
	A	125	390.0	300.0	11.0	19.0	27.0	159.0
	B	155	400.0	300.0	13.5	24.0	27.0	197.8
	M	256	432.0	307.0	21.0	40.0	27.0	325.8
HE450	AA	99.8	425.0	300.0	10.0	13.5	27.0	127.1
	A	140	440.0	300.0	11.5	21.0	27.0	178.0
	B	171	450.0	300.0	14.0	26.0	27.0	218.0
	M	263	478.0	307.0	21.0	40.0	27.0	335.4

Designation		Unit Weight (kg/m)	Standard Sectional Dimension (mm)					Sectional Area (cm²)
Designation		W	H	B	t 1	t2	r	A
HE500	AA	107	472.0	300.0	10.5	14.0	27.0	136.9
	A	155	490.0	300.0	12.0	23.0	27.0	197.5
	B	187	500.0	300.0	14.5	28.0	27.0	238.6
	M	270	524.0	306.0	21.0	40.0	27.0	344.3
HE550	AA	120	522.0	300.0	11.5	15.0	27.0	152.8
	A	166	540.0	300.0	12.5	24.0	27.0	211.8
	B	199	550.0	300.0	15.0	29.0	27.0	254.1
	M	278	572.0	306.0	21.0	40.0	27.0	354.4
HE600	AA	129	571.0	300.0	12.0	15.5	27.0	164.1
	A	178	590.0	300.0	13.0	25.0	27.0	226.5
	B	212	600.0	300.0	15.5	30.0	27.0	270.0
	M	286	620.0	305.0	21.0	40.0	27.0	363.7
HE650	AA	138	620.0	300.0	12.5	16.0	27.0	175.8
	A	190	640.0	300.0	13.5	26.0	27.0	241.6
	B	225	650.0	300.0	16.0	31.0	27.0	286.3
	M	293	668.0	305.0	21.0	40.0	27.0	373.7
HE700	AA	150	670.0	300.0	13.0	17.0	27.0	190.9
	A	204	690.0	300.0	14.5	27.0	27.0	260.5
	B	241	700.0	300.0	17.0	32.0	27.0	306.4
	M	301	716.0	304.0	21.0	40.0	27.0	383.0
HE800	AA	172	770.0	300.0	14.0	18.0	30.0	218.5
	A	224	790.0	300.0	15.0	28.0	30.0	285.8
	B	262	800.0	300.0	17.5	33.0	30.0	334.2
	M	317	814.0	303.0	21.0	40.0	30.0	404.3
HE900	AA	198	870.0	300.0	15.0	20.0	30.0	252.2
	A	252	890.0	300.0	16.0	30.0	30.0	320.5
	B	291	900.0	300.0	18.5	35.0	30.0	371.3
	M	333	910.0	302.0	21.0	40.0	30.0	423.6
HEB1000	AA	222	970.0	300.0	16.0	21.0	30.0	282.2
	A	272	990.0	300.0	16.5	31.0	30.0	346.8
	B	314	1000.0	300.0	19.0	36.0	30.0	400.0
	M	349	1008	302.0	21.0	40.0	30.0	444.2

Chemical Component (BS EN 10025‑2:2019 EN 10025-2:2019(E))

Chemical composition of the product analysis based on Table 1 ^a

Designation			Method of deoxidation b	C in % max. for nominal product thickness in mm			Si % max .	Mn % max .	P % max. ^d	S % max. ^{d e}	N % max. ^f	Cu % max .	Other % max. ^{g l}
Steel	name	Steel number		C in % max. for nominal product thickness in mm
Steel	name	Steel number		≤ 16	> 16 ≤ 40	> 40 ^c
S235JR		1.0038	FN	0,19	0,19	0,23	–	1,50	0,045	0,045	0,014	0,60	–
S235J0		1.0114	FN	0,19	0,19	0,19	–	1,50	0,040	0,040	0,014	0,60	–
S235J2		1.0117	FF	0,19	0,19	0,19	–	1,50	0,035	0,035	–	0,60	–
S275JR		1.0044	FN	0,24	0,24	0,25	–	1,60	0,045	0,045	0,014	0,60	–
S275J0		1.0143	FN	0,21	0,21	0,21h	–	1,60	0,040	0,040	0,014	0,60	–
S275J2		1.0145	FF	0,21	0,21	0,21h	–	1,60	0,035	0,035	–	0,60	–
S355JR		1.0045	FN	0,27	0,27	0,27	0,60	1,70	0,045	0,045	0,014	0,60	–
S355J0		1.0553	FN	0,23	0,23ⁱ	0,24	0,60	1,70	0,040	0,040	0,014	0,60	–
S355J2		1.0577	FF	0,23	0,23ⁱ	0,24	0,60	1,70	0,035	0,035	–	0,60	–
S355K2		1.0596	FF	0,23	0,23ⁱ	0,24	0,60	1,70	0,035	0,035	–	0,60	–
S460JR ^j		1.0507	FF	0,23	0,23ⁱ	0,24	0,60	1,80	0,040	0,040	0,027	0,60	^k
S460J0^j		1.0538	FF
S460J2^j		1.0552	FF
S460K2^j		1.0581	FF
S500J0^j		1.0502	FF	0,23	0,23	0,24	0,60	1,80	0,040	0,040	0,027	0,60	^k
a See 7 . 2 . b FN = rimming steels not permitted; FF = fully killed steel (see 6. 2 ) . c For sections with nominal thickness > 100 mm the C content by agreement. See Option 26, Clause 13 . d For long products the P an d S content can be 0,005% higher. e For long products the max. S content can be increased for improved mach inability by 0,015 % by agreement if the steel is treated to modify the sulphide morphology and the chemical composition shows min.0,0020 % Ca. See Option 27, Clause 13 . f The max. value for nitrogen does not apply if the chemical composition shows a minimum total Al content of 0,015 % or alternatively min. 0,013 % acid soluble Al or if sufficient other N binding elements are present. In this case the N binding elements shall be mentioned g in the inspection document. g If other elements are added, they shall be mentioned on the inspection document. h For nominal thickness > 150 mm: C = 0,22% max. i For nominal thickness > 30 mm: C =0,24% max. j Applicable for long products only. k The steel may show a Nb content of max.0,06 % , a V content of max.0,15 % and a Ti content of max.0,06 % l For elements Ni, Cr and Mo the maximum value ( % ) is limited to Ni=0,47; Cr=0,34 and Mo=0,14 .

Chemical composition of the product analysis based on Table 2 ^a

Designation		Method of deo xi – dation ^b	P % max.	S % max. ^c	N % max. ^d
Steel name	Steel number	Method of deo xi – dation ^b	P % max.	S % max. ^c	N % max. ^d
S185	1.0035	opt.	–	–	–
E295	1.0050	FN	0,055	0,055	0,014
E335	1.0060	FN	0,055	0,055	0,014
E360	1.0070	FN	0,055	0,055	0,014
a See 7 . 2 . b opt. = method at the manufacturer ‘ s discretion; FN = rimming steels not permitted (see 6 . 2 ) . c For long products the max. S content can be increased for improved mach inability by 0,010% by agreement if the steel is treated to modify the sulphide morphology and the chemical composition shows min. 0,0020 % Ca. See Option 27, Clause 13 . d The max. value for nitrogen does not apply if the chemical composition shows a minimum total Al content of 0,015 % or if sufficient other N binding elements are present. In this case the N binding elements shall be mentioned in the inspection document.

Mechanical Performance (EN 10025-2-2019)

Mechanical properties – Tensile test properties at room temperature for steel grades S235 to S500

Designation

Minimum yield strength Re H ^a

MPa

Nominal thickness

Tensile strength Rm^a

MPa

Nominal thickness

Steel

name

Steel

number

≤ 16≤16

>16

≤40

>40

≤63

>63

≤80

>80

≤100

>100

≤150

>150

≤200

>200

≤2502

>250

≤400

≥3

≤100

>100

≤150

>150

≤250

>250

≤400

S235JR

1.0038

235

225

215

195

185

175

165

360 to 510

350 to 500

340 to 490

330 to 480

S235J0

1.0114

S235J2

1.0117

S275JR

1.0044

275

265

255

245

235

225

215

205

195

430 to 580

410 to 560

400 to 540

380 to 540

S275J0

1.0143

S275J2

1.0145

S355JR

1.0045

355

345

335

325

315

295

285

275

265

510 to 680

470 to 630

450 to 600

S355J0

1.0553

S355J2

1.0577

S355K2

1.0596

S460JR^b

1.0507

460

440

420

400

390

–

550 to 720

530 to 700

–

S460J0^b

1.0538

S460J2^b

1.0552

S460K2^b

1.0581

S500J0^b

1.0502

500

480

460

450

–

580 to 760

560 to 750

–

b Applicable for long products only.

Mechanical properties – Tensile test properties at room temperature for steel grades S235 to S500 (concluded)

Designation

Orientation

test

pieces

Minimum percentage elongation after fracture ^a

L0 = 80 mm

Nominal thickness

L0 = 5,65 √So

Nominal thickness

Steel name

Steel number

≤ 1

> 1

≤ 1,5

> 1,5

≤ 2

> 2

≤ 2,5

> 2 ,5

< 3

≥ 3

≤ 40

> 40

≤ 63

> 63

≤ 100

> 100

≤ 150

> 150

≤ 250

> 250

≤ 400

S235JR

1.0038

S235J0

1.0114

S235J2

1.0117

S275JR

1.0044

S275J0

1.0143

S275J2

1.0145

S355JR

1.0045

S355J0

1.0553

S355J2

1.0577

S355K2

1.0596

S460JR^b

1.0507

–

S460J0^b

1.0538

S460J2^b

1.0552

S460K2^b

1.0581

S500J0^b

1.0502

–

a For plate, strip and wide flats with widths ≥ 600 mm the direction transverse (t) to the rolling direction applies. For all other products the values apply for the direction parallel (l) to the rolling direction. In the case of plates used for the manufacture of hot rolled patterned plates, the elongation values only apply to the base plate and not to the final hot rolled patterned plates.

b Applicable for long products only.