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+91 09302834985

+91 09993530009

+91-788-2352148

+91-788-2286268

Mehta Steels 137, Light industrial area, Bhilai, Chattisgarh Pin- 490026, India.

Poutres MS

Actionnaire et fournisseur de poutres en acier doux:

Mehta aciers commercialise et fournit des poutres ms egalement appelees ISMB ou poutrelles.

Mehta steel est un fournisseur renomme de poutres en acier doux fabriquees par SAIL, concernant les laminoirs et autres moulins renommes dans le monde.

Poutres en acier doux: «Aciers Mehta» fournit generalement «I» & amp; Forme en «H» poutres legeres et lourdes ( ISMB & amp; ISHB ), poutrelles , colonnes, profils importes, sections telles que IPN, NPB, WPB , HEA, HEB, UC, UB , etc. Poutres fournies par «Mehta les aciers »sont disponibles en acier doux et en nuance haute resistance

Dimensions communes des poutres en ms (ISMB) de Origine indienne disponible en stock avec «aciers Mehta» sont:

Sr.No.

Deccription

Size

Section weight
(KG/Mtrs)
1

ISMB 125

125 X 70

13.3
2

ISMB 150

150 X 75

15
3

ISMB 200

200 X 100

24.2
4

ISMB 250

250 X 125

37.3
5

ISMB 300

300 X 140

46
6

ISMB 350

350 X 140

52.4
7

ISMB 400

400 X 140

61.5
8

ISMB 450

450 X 150

72.4
9

ISMB 500

500 x 180

86.9
10

ISMB 600

600 x 210

123

Structural

Rationalised sizes of beams/joists, channels,angles

Section	Dimensions(mm)	Sectional Weight(kg/m)	Length(m)
Beams/Joists	Durgapur Steel Plant
	175 x 85 x 5.8	19.6	Std length(10 – 13.5)
	200 x 100 x 5.7	25.4
	IISCO Steel Plant
	250 x 125 x 6.9	37.3	Std length(11.5 & above)
	300 x 140 x 7.7	46.0
	350 x 140 x 8.1	52.4
	400 x 140 x 8.9	61.5
	450 x 150 x 9.4	72.4
Beams	Bhilai Steel Plant
	250 x 125 x 6.9	37.3	Std length(12 – 13.5 for all dimensions)
	300 x 140 x 7.7	46.0
	350 x 140 x 8.1	52.4
	400 x 140 x 8.9	61.5
	450 x 150 x 9.4	72.4
	500 x 180 x 10.2	86.9
	600 x 210 x 12	123.0
Channels	Bhilai Steel Plant
	75 x 40 x 4.8	7.14	Std length(12 & above)
	100 x 50 x 5	9.56
	Durgapur Steel Plant
	125 x 65 x 5.3	13.10	Std length(10 – 13.5)
	125 x 66 x 6	13.70
	150 x 75 x 5.7	16.80
	150 x 76 x 6.5	17.70
	175 x 75 x 6	19.60
	200 x 75 x 6.2	22.30
	200 x 76 x 7.5	24.30
	Bhilai Steel Plant
	250 x 82 x 9	34.2	Std length(12 – 13.5)
	300 x 90 x 7.8	36.3
	400 x 100 x 8.8	50.1
	IISCO Steel Plant
	75 x 40 x 4.8	7.14	10 & above
	100 x 50 x 5	9.56	10 & above
	125 x 65 x 5.3	13.1	10 & above
	250 x 82 x 9	34.2	11.5 & above
	300 x 90 x 7.8	36.3	11.5 & above
Angles	Bhilai Steel Plant
	50 x 50 x 5*	3.8	Std length(12 & above)
	50 x 50 x 6	4.5
	60 x 60 x 5/6/8*	4.5/5.4/7.0
	65 x 65 x 5*	4.9
	65 x 65 x 6/8/10	5.8/7.7/9.4
	70 x 70 x 5/6*	5.3/ 6.3
	75 x 75 x 5/ 6/ 8/ 10	5.7/6.8/8.9/11.0
	80 x 80 x 6/8/10	7.3/9.6/11.8
	90 x 90 x 6/8/10	8.2/10.8/13.4
	Durgapur Steel Plant
	100 x 100 x 10/12	14.9/17.7	Std length(10 – 11.5 for all dimensions)
	110 x 110 x 10/12	16.6/19.7
	130 x 130 x 10/12	19.7/23.5
	150 x 150 x 12/16	22.9/27.3
	Bhilai Steel Plant
	150 x 150 x 16/ 20*	35.8/44.1	Std length(12 – 13 for all dimensions)
Angles	IISCO Steel Plant
	65 x 65 x 6	5.8	Std length(10 & above)
	65 x 65 x 8	7.7
	65 x 65 x 10	9.4
	75 x 75 x 6	6.8
	75 x 75 x 8	8.9
	75 x 75 x 10	11.0
	90 x 90 x 6	8.2
	90 x 90 x 8	10.8	10 to 13.5 for all dimensions
	90 x 90 x 10	13.4
	90 x 90 x 12	15.8
	100 x 100 x 6	9.2
	100 x 100 x 8	12.1
	100 x 100 x 10	14.9
	100 x 100 x 12	17.7
	150 x 150 x 12	27.3
	150 x 150 x 16	35.8
	150 x 150 x 20	44.1
Unequal Angles	IISCO Steel Plant
	125 x 75 x 8	12.1	10 & above
	125 x 75 x 10	14.9	10 & above
	150 x 115 x 10	20 .1	11.5 & above
	150 x 115 x 12	24.0	11.5 & above

* Peut etre produit, si des commandes suffisantes sont disponible.
Une longueur inferieure a 10 m / 11,5 m peut egalement etre fournie
Alors que les longueurs standard sont mentionnees dans les tableaux ci-dessus, BSP peut fournir du materiel dans n'importe quelle longueur fixe dans la gamme 6-13 m et DSP peut fournir dans n'importe quel fixe longueur comprise entre 5,5 et 11,5 m

Nuances communes: IS 2062/2006 et SAILMA
Les structures en cuivre sont egalement laminees selon les specifications du client. Lumiere haute resistance les structures sont egalement disponibles selon les besoins de Fabricants de TLT.
Les structures sont egalement disponibles dans les specifications etrangeres:
ASTM-A-36, JIS-G-3101-SS400, BS-4360 Grades 40A, 43A, 43B, 43C, 50B, 50C, EN-10025, grades S-275 JO, JR, S-355 JO, JR, DIN-17100 ST 37.2 / 44.2

(tous en qualite semi-tue), si les commandes sont suffisantes sont disponibles.

Beams

Tolerance de roulement pour les sections en acier de construction comme par IS1852/1985

Depth	Tolerance.	Width of flange	Tolerance
Up to 200 mm	+3.0 – 2.0 mm	Up to 100 mm	±2.0 mm
>200 to 400 mm	±3.0 mm	>100 to 125 mm	±2.5 mm
>400 to 600 mm	±4.0 mm	>125 to 250 mm	±4.0 mm

La tolerance sur le poids par metre doit etre de ± 2,5% ou ou +4, -1% du poids par metre. Le les limites admissibles pour le carrossage et le balayage doivent etre 0,2% de la longueur.

Channels

Depth	Tolerance.	Width of flange	Tolerance
Up to 200 mm	±2.5 mm	Up to 100 mm	±2 mm
> 200 to 400 mm	±3.0 mm

Tolerance on weight per metre shall be ± 2.5% or alternatively +4, -1% of the standard weight per metre up to 200 mm depth. The permissible limits for camber and sweep shall be 0.2% of the length.

Angles

Leg length	Tolerance	Leg length	Camber
< 100 mm	±1.5 mm	< 100 mm	As per agreement
>= 100 mm	±2.0 mm	>= 100 mm	0.2% of length
	±2%

Tolerance on Sectional Weight

Thickness	Tolerance
Up to 3 mm	±5%
Over 3 mm	+ 5% -3%

Structurals with closer tolerance can be supplied by mutual agreement.

Chemical composition IS 2062/2006

Grade Designation	Quality	Ladle Analysis % Max C	Ladle Analysis % Max Mn	Ladle Analysis % Max S	Ladle Analysis % Max P	Ladle Analysis % Max S1	Carbon Equivalent (CE) Max	Method of Deoxidation
(1)	(2)	(3)	(4)	(5)	(6)	(7)	(8)	(9)
E 250	A	0.23	1.50	0.045	0.045	0.40	0.42	Semi Killed/Killed
E 250	BR BO	0.22	1.50	0.045	0.045	0.40	0.41	Killed
E 250	C	0.20	1.50	0.040	0.040	0.40	0.39	Killed
E 300	A	0.20	1.30	0.045	0.045	0.45	0.40	Semi Killed/Killed
E 300	BR	0.20	1.30	0.045	0.045	0.45	0.40	Killed
E 300	BO	0.20	1.30	0.045	0.045	0.45	0.40	Killed
E 300	C	0.20	1.30	0.045	0.045	0.45	0.40	Killed
E 350	A	0.20	1.50	0.045	0.045	0.45	0.42	Semi Killed/Killed
E 350	BR	0.20	1.50	0.045	0.045	0.45	0.42	Killed
E 350	BO	0.20	1.50	0.045	0.045	0.45	0.42	Killed
E 350	C	0.20	1.50	0.045	0.045	0.45	0.42	Killed
E 410	A	0.20	1.60	0.045	0.045	0.45	0.46	Semi Killed/Killed
E 410	BR	0.20	1.60	0.045	0.045	0.45	0.46	Killed
E 410	BO	0.20	1.60	0.045	0.045	0.45	0.46	Killed
E 410	C	0.20	1.60	0.045	0.045	0.45	0.46	Killed
E 450	A	0.22	1.60	0.045	0.045	0.45	0.48	Semi Killed/Killed
E 450	BR	0.22	1.60	0.045	0.045	0.45	0.48	Killed
E 550	A	0.22	1.65	0.020	0.025	0.50	0.50	Semi Killed/Killed
E 550	BR	0.22	1.65	0.020	0.025	0.50	0.50	Killed
E 600	A	0.22	1.70	0.020	0.025	0.50	0.50	Semi Killed/Killed
E 600	BR	0.22	1.70	0.020	0.025	0.50	0.50	Killed
E 650	A	0.22	1.70	0.015	0.025	0.50	0.52	Semi Killed/Killed
E 650	BR	0.22	1.70	0.015	0.025	0.50	0.52	Killed

SAILMA	1	2	3	4	5	Nb + Ti + V%
	300	0.25	1.5	0.055	0.055	0.20 max
	300	0.20	1.5	0.040	0.040	0.20 max
	350	0.25	1.5	0.055	0.055	0.20 max
	350	0.20	1.5	0.040	0.040	0.20 max
	410	0.25	1.5	0.055	0.055	0.20 max
	410	0.20	1.5	0.040	0.040	0.20 max
HCRS (Cu-P)		0.15 max	0.25-0.8	0.07-0.15	0.03 max	Cu:0.20 min

Straightening and Dispatch

At BSP’s Merchant Mill and Rail & Structural Mill every piece of each section is straightened through a straightening machine. Heavy structurals from R&S Mill are dispatched piece wise while light structurals from Merchant Mill are clubbed in bundles of 8-12 tonnes in fixed length.

Angles from Merchant Mill for TLT manufacturers can be nested and packetted, after piece by piece inspection. Customers are requested to specify this, if required.
At DSP’s Section Mill 100% products are straightened. Micro alloying elements like Nb, V may be added singly or in combination up to 0.25% max, Cu may be present between 0.20 to 0.35%, if desired by the purchaser.

Mechanical properties

Grade Designation	Quality	Tensile Strength Rm Min Mpa	Yield Stress Min Mpa <20	Yield Stress Min Mpa 20	Yield Stress Min Mpa -40	Percentage Elongation A at Gauge Length L=5.65 VS Min >40	Internal Bend Diameter Min (See Note 2) <25	Internal Bend Diameter Min (See Note 2)>25	Charpy Impact Test(See Note 3 & 4) Temp	Charpy Impact Test(See Note 3 & 4) Min
(1)	(2)	(3)	(4)	(5)	(6)	(7)	(8)	(9)	(10)	(11)
E-250	A	410	250	240	230	23	2t	3t	–	–
E-250	BR	410	250	240	230	23	2t	3t	RT	27
E-250	BO	410	250	240	230	23	2t	3t	0	27
E-250	C	410	250	240	230	23	2t	3t	(-)20	27
E-300	A	440	300	290	280	22	2t	–	–	–
E-300	BR	440	300	290	280	22	2t	–	RT	27
E-300	BO	440	300	290	280	22	2t	–	0	27
E-300	C	440	300	290	280	22	2t	–	(-)20	27
E-350	A	490	350	330	320	22	2t	–	–	–
E-350	BR	490	350	330	320	22	2t	–	RT	27
E-350	BO	490	350	330	320	22	2t	–	0	27
E-350	C	490	350	330	320	22	2t	–	(-)20	27
E-410	A	540	410	390	380	20	2t	–	–	–
E-410	BR	540	410	390	380	20	2t	–	RT	25
E-410	BO	540	410	390	380	20	2t	–	0	25
E-410	C	540	410	390	380	20	2t	–	(-)20	25
E-450	A	570	450	430	420	20	2.5t	–	–	–
E-450	BR	570	450	430	420	20	2.5t	–	RT	20
E-450	BO	570	450	430	420	20	2.5t	–	0	20
E-450	C	570	450	430	420	20	2.5t	–	(-)20	20
E-550	A	650	550	530	520	12	3.0t	–	–	–
E 600	A	730	600	580	570	12	3.5t	–	–	–
E 600	BR	730	600	580	570	12	3.5t	–	RT	15
E 650	A	780	650	630	620	12	4.0t	–	–	–
E 650	BR	780	650	630	620	12	4.0t	–	RT	15

Mechanical Properties

Specification	Grade	Yield stength Min MPa	Ultimate Tensile Strength Min MPa	Elongation % in gauge Length 5.65 So Min	Elongation % in gauge Length 5.65 So Min.	Charpy Impact Value Joules Min	Bend Test
SAILMA	300	300	440-560	20	0°C	20°C	3T
	300 HI	300	490-610	21	40	–	3T
	350	350	490-610	20			3T
	350 HI	350	490-610	21	40	30	3T
	410	410	540-660	19			3T
	410 HI	410	540-660	20	35	25	3T
HCRS (Cu-P)	–	340	480	21			1T

Image galerie pour poutres en acier doux:

Details des poutres profilees importees fournies par Mehta Steels Mehta steel est l'une des rares entreprises en Inde a avoir une expertise dans la fourniture de produits speciaux profil des sections de poutres importees selon les normes internationales. Aciers Mehta s'approvisionne dans des moulins renommes du monde entier fourniture de materiel de bonne qualite, livraison rapide a des prix competitifs. Mehta Steels peut fournir les sections importees suivantes: Les les noms des profiles en acier standard internationaux sont

IPE
IPN
HE
HL
HD
HP
ACB - FAISCEAUX CASTELLeS AVEC OUVERTURES CIRCULAIRES.
FAISCEAUX CASTELLeS AVEC OUVERTURES HEXAGONALES.
ACB - FAISCEAUX CASTELLeS AVEC OUVERTURES SINUSOÏDALES «ANGELINA».

IFB
SFB
UB
J
UC
UBP
WIDE FLANGE BEAMS.
S
HP
HP
HG
JAPANESE H SECTIONS.

PRODUCT RANGE

Universal Beams & Columns, channels and Rails

Description Beams	Sectional Weight	Total Depth	Flange Width	Thickness of Web	Thickness of Flange	Root radius	Area of section	moment of Inertia		Sectional Modulus		Radius of gyration		Remarks
								X Axis	Y Axis	X Axis	Y Axis	X Axis	Y Axis
	W	H	B	T_w	T_f	R	A	Ixx	Iyy	Zxx	Zyy	Rxx	Ryy
	Kg/m	mm	mm	mm	mm	mm	cm²	cm⁴	cm⁴	cm³	cm³	cm	cm
PARALLEL FLANCE BEAMS; UB SERIES
UB 203 x 133 x 25	25.1	203.2	133.2	5.7	7.8	7.6	31.97	2340	30.76	23.03	46.2	8.56	3.10
UB 203 x 133 x 30	30.0	206.8	133.9	6.4	9.6	7.6	38.21	2896	384.7	280	57.5	8.71	3.17

UB 254 x 146 x 31	31.1	251.4	146.1	6	8.6	7.6	39.68	4413	447.5	351.1	61.3	10.55	3.36
UB 254 x 146 x 37	37.0	256	146.4	6.3	10.9	7.6	47.17	5537	570.6	432.6	78	10.83	3.48
UB 254 x 146 x 43	43.0	259.6	147.3	7.2	12.7	7.6	54.77	6544	677.4	504.1	92	10.93	3.52

UB 305 x 165 x 40	40.3	303.4	165	6	10.2	8.9	51.32	8503	764.4	560.5	92.6	12.87	3.86
UB 305 x 165 x 46	46.1	306.6	165.7	6.7	11.8	8.9	58.75	9899	895.7	645.7	108	12.98	3.90
UB 305 x 165 x 54	54.0	310.4	166.9	7.9	13.7	8.9	68.77	11700	1063	753.6	127	13.04	3.93
UB 356 x 171 x 45	45.0	351.4	171.1	7	9.7	10.2	57.33	12070	811.1	686.7	94.81	14.51	3.76
UB 356 x 171 x 51	51.0	355	171.5	7.4	11.5	10.2	64.91	14140	968.3	769.4	112.9	14.76	3.86
UB 356 x 171 x 57	57.0	358	172.2	8.1	13	10.2	72.56	16040	1108	896	128.7	14.87	3.91
UB 356 x 171 x 67	67.1	363.4	173.2	9.1	15.7	10.2	54.49	19460	1362	1071	157.3	15.09	3.99

UB 406 x 178 x 54	54.1	402.6	177.7	7.7	10.9	10.2	68.95	18720	1021	930	115	16.48	3.85
UB 406 x 178 x 60	60.1	406.4	177.9	7.9	12.8	10.2	76.52	21600	1203	1063	135	16.8	3.97
UB 406 x 178 x 67	67.1	409.4	198.8	8.8	14.3	10.2	85.54	24330	1365	1189	153	16.87	3.99
UB 406 x 178 x 74	74.2	412.8	179.5	9.5	16	10.2	94.51	27310	1545	1323	172	17	4.04

UB 457 x 152 x 52	52.3	449.8	152.4	7.6	10.9	10.2	66.64	21370	645	950	84.64	17.91	3.11
UB 457 x 152 x 60	59.8	454.6	152.9	8.1	13.3	10. 2	76.23	25500	794.6	1122	103.9	18.29	3.23
UB 457 x 152 x 67	67.2	458	153.8	9	15	10.2	85.55	28930	912.6	1263	118.7	18.39	3.27
UB 457 x 152 x 74	74.2	462	154.4	9.6	17	10.2	94.48	32670	1047	1414	135.6	18.6	3.33
UB 457 x 152 x 82	82.1	465.8	155.3	10.5	18.9	10.2	104.5	36590	1185	1571	152.5	18.71	3.37

UB 457 x 191 x 67	67.1	453.4	189.9	8.5	12.7	10.2	85.51	29380	1452	1296	152.9	18.54	4.12
UB 457 x 191 x 74	74.3	457	190.4	9	14.5	10.2	94.63	33320	1671	1458	175.5	18.76	4.20
UB 457 x 191 x 82	82.0	460	191.3	9.9	16	10.2	104.5	37050	1871	1611	195.6	18.83	4.23
UB 457 x 191 x 89	89.3	463.4	191.9	10.5	17.7	10.2	113.8	41020	2089	1770	217.8	18.99	4.29
UB 457 x 191 x 98	98.3	467.2	192.8	11.4	19.6	10.2	125.3	45730	2347	1957	243.5	19.11	4.33

Description Beams	Sectional Weight	Total Depth	Flange Width	Thickness of Web	Thickness of Flange	Root radius	Area of section	moment of Inertia		Sectional Modulus		Radius of gyration		Remarks
								X Axis	Y Axis	X Axis	Y Axis	X Axis	Y Axis
	W	H	B	T_w	T_f	R	A	Ixx	Iyy	Zxx	Zyy	Rxx	Ryy
	Kg/m	mm	mm	mm	mm	mm	cm²	cm⁴	cm⁴	cm³	cm³	cm	cm
PARALLEL FLANGE BEAMS; UB SERIES CONTD….
UB 533 x 210 x 82	82.2	528.8	208.8	9.6	13.2	12.7	104.7	47540	2007	1800	192.3	21.31	4.38
UB 533 x 210 x 92	92.1	533.1	209.3	10.1	15.6	12.7	117.4	55230	2389	2072	228.3	21.69	4.51
UB 533 x 210 x 101	101.0	536.7	210	10.8	17.4	12.7	128.7	61520	2692	2292	256.4	21.87	4.57
UB 533 x 210 x 109	109.0	539.5	210.8	11.6	18.8	12.7	138.9	66820	2943	2477	279.2	21.94	4.60
UB 533 x 210 x 122	122.0	544.5	211.9	12.7	21.3	12.7	155.4	76040	3388	2793	319.7	22.12	4.67

UB 610 x 229 x 101	101.2	602.6	227.6	10.5	14.8	12.7	128.9	75780	2915	2545	256	24.24	4.75
UB 610 x 229 x 113	113.0	607.6	228.2	11.1	17.3	12.7	143.9	87320	3434	2874	301	24.63	4.88
UB 610 x 229 x 125.1	125.1	612.2	229	11.9	19.6	12.7	159.3	98610	3932	3221	343	24.88	4.97
UB 610 x 229 x 139.9	139.9	617.2	230.2	13.1	22.1	12.7	178.2	111800	4505	3622	391	25.05	5.03

PARALLEL FLANGE BEAMS; NPB/IPE SERIES
IPE 100/NPB 100X55	8.1	100	55	4.1	5.7	7	10.3	171	15.9	34.2	5.8	4.07	1.24
IPE 100/NPB 120X60	10.37	120	64	4.4	6.3	7	13.2	318	27.7	53	8.6	4.9	1.45
IPE 100/NPB 140X70	12.89	140	73	4.7	6.9	7	16.4	541	44.9	77.3	12.3	5.74	1.65
IPE 100/NPB 160X80	15.77	160	82	5	7.4	9	20.1	869	68.3	108.7	16.7	6.58	1.84
IPEA 180/NPB 180X90	15.37	177	91	4.3	6.5	9	19.6	1063	81.9	120.1	18	7.37	2.05
IPE 180/NPB 180X90	18.8	180	91	5.3	8	9	23.9	1317	100.9	146.3	22.2	7.42	2.05
IPEO 180/NPB 200X100	25.09	202	102	6.2	9.5	12	32	2211	168.9	218.9	331	8.32	2.3

NPB 200X130	27.37	207	133	5.8	8.5	12	34.9	2666	334	257.5	50.2	8.74	3.1
NPB 200X130	31.55	210	134	6.4	10	12	40.2	3153	401.9	300.3	60	8.86	3.16

IPEA 220/NPB 220X110	22.18	217	110	5	7.7	12	28.3	2317	171.4	213.5	31.2	9.05	2.46
IPE 220/NPB 220X110	26.2	220	120	6.2	9.8	15	39.1	3892	283.6	324.3	47.3	9.97	2.69
IPEO 240/NPB 240X120	34.31	242	122	7	10.8	15	43.7	4369	328.5	361.1	53.9	10	2.74

IPEA 270/NPB 270X135	30.73	267	135	5.5	8.7	15	39.1	4917	358	368.3	53	11.21	3.02
IPE270/NPB 270X135	36.07	270	135	6.6	10.2	15	45.9	5790	419.9	428.9	62.2	11.23	3.02
IPEO 270/NPB 270X135	42.26	274	136	7.5	12.1	15	53.8	6947	513.5	507.1	75.5	11.36	3.09

IPEA 300/NPB 300x150x36.5	36.5	297	150	6.1	9.2	15	46.53	7173	519	483.1	69.2	12.42	3.34
IPE 300/NPB 300X150X42.2	42.2	300	150	7.1	10.7	15	53.81	8356	603.8	557.1	80.5	12.46	3.35
IPEO 300/NPB 300X 150X49.3	49.3	304	152	8	12.7	15	62.83	9994	745.7	657.5	98.12	12.61	3.45

Description Beams	Sectional Weight	Total Depth	Flange Width	Thickness of Web	Thickness of Flange	Root radius	Area of section	moment of Inertia		Sectional Modulus		Radius of gyration		Remarks
								X Axis	Y Axis	X Axis	Y Axis	X Axis	Y Axis
	W	H	B	T_w	T_f	R	A	Ixx	Iyy	Zxx	Zyy	Rxx	Ryy
	Kg/m	mm	mm	mm	mm	mm	cm²	cm⁴	cm⁴	cm³	cm³	cm	cm
PARALLEL PLANGE BEAMS; NPB/IPE SERIES CONTD…
IPE A360/NPB350X170X50.2	50.2	357.6	170.0	6.6	11.5	18.0	64.0	14520	944.3	811.8	111.1	15.06	3.84
IPE 360/NPB 350X170X57.1	57.1	360.0	170.0	8.0	12.7	18.0	72.7	16270	1043	903.6	122.8	14.95	3.79
IPEO 360/NPB 350X170X 66	66.0	364.0	172.0	9.2	14.7	18.0	84.0	19050	1251	1047	145.5	15.05	3.86

IPEA 400/ NPB 400X180X57.4	57.4	397	180	7	12	21	73.1	20293	1170.6	1022.3	130.1	16.66	4.00
IPE 400/NPB 400X180X66.3	66.3	400	180	8.6	13.5	21	84.5	23128	1317.8	1156.4	146.4	16.55	3.95
IPEO 400/NPB 400X180X75.7	75.7	404	182	9.7	15.5	21	96.5	26747	1564.2	1324.1	171.9	16.66	4.03

IPEA 450/NPB 450X190X67.2	67.2	447	190	7.6	13.1	21	85.5	29759	1502.4	1331.5	158.1	18.65	4.19
IPE 450/NPB 450X190X77.6	77.6	450	190	9.4	14.6	21	98.8	33743	1675.9	1499.7	176.4	18.48	4.12
IPEO 450/NPB 450X 190X92.4	92.4	456	192	11	17.6	21	117.7	40923	2085.4	1798.9	217.2	18.65	4.21

IPEA 500/NPB 500X200X79.4	79.4	497	200	8.4	14.5	21	101.3	42933	1939.32	1727.7	193.9	2061	4.38
IPE 500/NPB 500X200X90.7	90.7	500	200	10.2	16	21	115.5	48199	2141.7	1927.9	241.2	20.43	4.31
IPEO 500/NPB 500X200X107	107.0	506	202	12	19	21	136.7	57777	2621.7	2283.7	259.6	20.56	4.38

IPEA 600/NPB 600X220X108.0	108.0	597	220	9.8	17.5	24	137	82919	3116.6	2777.8	283.3	24.6	4.77
IPE 600/NPB 600X220X122.0	122.0	600	220	12	19	24	156	92083	3387.3	3069.3	307.9	24.3	4.66
IPEO 600/NPB 600X220X154.0	154.0	610	224	15	24	24	196.8	118302	4520.8	3678.8	403.6	24.52	4.79
PARALLEL FLANGE BEAMS; WPB/HE SERIES

HEAA 320/WPB 320X300X74.2	74.2	301	300	8.0	11	27	94.58	16450	4959	4093	330.6	13.19	7.24
HEA 320/WPB 320X300X97.6	97.6	310	300	9.0	15.5	27	124.4	22930	6985	1479	465.7	13.58	7.49
HEB 320/WPB 320X300X127	127.0	320	300	11.5	20.5	27	161.3	30820	9239	1929	615.9	1382	7.57
HEM 320/WPB 320X300X245	245.0	359	309	21	40	27	312	68130	19710	3796	1276	14.78	7.95

HEAA 600/WPB 600X300X129	129.0	571	300	12	15.5	27	164.1	91872	6993.4	3217.9	466.2	23.66	6.53
HEA 600/WPB 600X300X178	178.0	590	300	13	25	27	226.5	141208	11271.3	4786.7	751.4	24.97	7.05
HEB 600/WPB 700X300X212	212.0	600	300	15.5	30	27	270	171041	13530.2	5701.4	902	25.17	7.08
HEM 600/WPB 600X300X285	285.0	620	305	21	40	27	363.7	237447	18975.5	7659.6	1244.3	25.65	7.22

HEAA 700/WPB 700X300X150	150.0	670	300	13	17	27	190.9	142721	7673.1	4260.3	511.5	27.34	6.34
HEA 700/WPB 700X300X204	204.0	690	300	14.5	27	27	260.5	215301	12178.8	6240.6	811.9	28.75	6.65
HEB 700/WPB 700X300X241	241.0	700	300	17	32	27	306.4	256888	14440.8	7339.7	952.7	28.96	6.68
HEM 700/WPB 700X300X301	301.0	716	304	21	40	27	383	329278	18797.4	9197.7	1236.7	29.32	7.01

HEAA 800/WPB 800X300X172	172.0	770	300	14	18	30	218.5	208882	8133.7	5425.5	542.2	30.92	6.10
HEA 800/WPB800X300X224	224.0	790	300	15	28	30	285.8	303442	12638.7	7682.1	842.6	32.58	6.65
HEB WPB 800X300X262	262.0	800	300	17.5	33	30	334.2	359083	14903.7	8977.1	993.6	32.78	6.68
HEM 800/WPB 800X300X317	317.0	814	303	21	40	30	404.3	442598	18627.4	10875	1229.5	33.09	6.79
HE 800X373	373.0	826	308	25	46	30	474.6	523900	22530	12690	1463	33.23	6.89

HEA 900/WPB 900X300X252	252.0	890	300	16	30	30	320.5	422075	13547.5	9484.8	903.2	36.29	6.50
HEB 900/WPB 900X300X291	291.0	900	300	18.5	32	30	371.3	494065	15815.9	10979	1054.4	36.48	6.53
HEM 900/WPB 900X300X333	333.0	910	302	27	40	30	432.6	570400	18450	12540	1222	36.7	6.60

Description Beams	Sectional Weight	Total Depth	Flange Width	Thickness of Web	Thickness of Flange	Root radius	Area of section	moment of Inertia		Sectional Modulus		Radius of gyration		Remarks
								X Axis	Y Axis	X Axis	Y Axis	X Axis	Y Axis
	W	H	B	T_w	T_f	R	A	Ixx	Iyy	Zxx	Zyy	Rxx	Ryy
	Kg/m	mm	mm	mm	mm	mm	cm²	cm⁴	cm⁴	cm³	cm³	cm	cm
PARALLEL FLANGE COLUMS; UC SERIES
UC 152X152X23	23.0	152.4	153.2	5.8	6.8	7.6	29.25	1250	399.9	164	52.55	6.54	3.70	Equivalent to WPB 150x150x23
UC 152X152X30	30.0	157.6	152.9	6.5	9.4	7.6	38.26	1748	560.5	221.8	73.31	6.76	3.83	Equivalent to WPB 150x150x30
UC 152X152X37	37.0	161.8	154.4	8	11.5	7.6	47.11	2210	706.2	273.2	9148	6.85	3.87	Equivalent to WPB 150x150x37

UC 203X203X46	46.1	23.2	203.6	7.2	11	10.2	58.73	4568	1548	449.6	152.1	8.82	5.13
UC 203 X203X52	52.0	206.2	204.3	7.9	12.5	10.2	66.28	5259	1778	510.1	174	8.91	5.18
UC 203 X203X60	60.0	209.6	205.8	9.4	14.2	10.2	76.27	6125	2065	584.4	200.6	8.96	5.20
UC 203 X203X71	71.0	215.8	206.4	10	17.3	10.2	90.43	7618	2537	706	245.9	9.18	5.30
UC 203 X203X86	86.1	222.2	209.1	12.7	20.5	10.2	109.6	9449	3127	850.5	299.1	9.28	5.34

UC 254X254X73	73.1	254.1	254.6	8.6	14.2	12.7	93.1	11420	3908	894.9	307	110.7	6.48
UC 254X254X89	88.9	260.3	256.3	10.3	17.3	12.7	113.3	14270	4857	1096	379	11.22	6.55
UC 254X254X107	107.1	266.7	258.8	12.8	20.5	12.7	136.4	17510	5928	1313	458.1	11.33	6.59
UC 254X254X132	132.0	276.3	261.3	15.3	25.3	12.7	138.1	22530	7531	1631	576.4	11.58	6.69
UC 254X254X167	167.1	289.1	265.2	19.2	31.7	12.7	212.9	30000	9870	2075	744.3	11.87	6.81

UC 305X305X97	96.9	307.9	305.3	9.9	15.4	15.2	123.4	22250	7308	1445	478.7	13.42	7.69
UC 305X305X118	117.9	314.5	307.4	12	18.7	15.2	150.2	27670	9059	1760	589.4	13.57	7.77
UC 305X305X137	136.9	320.5	309.2	13.8	21.7	15.2	174.4	32810	10700	2048	692.2	1372	7.83
UC 305X305X158	158.1	327.1	311.2	15.8	25	15.2	203.4	38750	12570	2369	807.8	13.87	7.90
UC 305X305X198	198.1	339.9	314.5	19.1	31.4	15.2	252.4	50900	16300	2995	1037	14.2	8.04
UC 305X305X240	240.0	352.5	318.4	23	37.7	15.2	305.8	64200	20310	3643	1276	14.49	8.15
UC 305X305X283	282.9	365.3	322.2	26.8	44.1	15.2	360.4	78870	24630	4318	1529	14.79	8.27

UC 356X368X129	129.0	355.6	368.6	10.4	17.5	15.2	164.3	40250	14610	2264	792.8	15.65	9.43
UC 356X368X153	152.9	362	370.5	12.3	20.7	15.2	194.8	48590	17550	2684	947.5	15.79	9.49
UC 356X368X177	177.0	368.2	372.6	14.4	23.8	15.2	225.5	57120	20530	310.3	11.2	15.91	9.54
UC 356X368X202	201.9	374.6	374.7	16.5	27	15.2	257.2	66260	23690	3538	1264	16.05	9.60

Description Beams	Sectional Weight	Total Depth	Flange Width	Thickness of Web	Thickness of Flange	Flange Slope, Max	Distance of Centre of Gravity	Area of section	moment of Inertia		Sectional Modulus		Radius of gyration		Remarks
									Y Axis	X Axis	Y Axis	X Axis	Y Axis
	W	H	B	T_w	T_f	R	Cyy	Ixx	Iyy	Zxx	Zyy	Rxx	Ryy
	Kg/m	mm	mm	mm	mm	deg.	cm²	cm⁴	cm⁴	cm³	cm³	cm	cm
INDIAN CHANNELS
MC 75	7.14	75	40	4.8	7.5	96	1.32	9.1	78.5	12.9	20.9	4.81	2.94	1.19
MC 100	9.56	100	50	5.0	7.7	96	1.54	12.2	192	26.7	33.5	7.71	3.97	1.48
MC 125	13.1	125	65	5.3	8.2	96	1.95	16.7	425	61.1	68.1	13.4	5.05	1.91
MC 150	16.8	150	75	5.7	9.0	96	2.20	21.3	788	103	105	19.5	6.08	2.20
MC 175	19.6	175	75	6.0	10.2	96	2.19	24.9	1240	122	141	23.0	7.04	2.21
MC 200	22.3	200	75	6.2	11.4	96	2.20	28.5	1830	141	181	26.4	8.02	2.22
MC 250	30.6	250	80	7.2	14.1	96	2.30	39.0	3880	211	307	38.5	9.92	2.37
ISMC 250	34.2	250	82	9	14.1		2.23	43.5	4080	244	326	40.9	9.68	2.37
MC 300	36.3	300	90	7.8	13.6	96	2.35	46.3	6420	313	428	47.1	11.80	2.60
ISMC 400	50.1	400	100	8.8	15.3		2.42	63.8	15200	5.8	760	67	15.4	2.82

Description	Sectional Weight	Thickness	Root radius		Distance of Centre of Gravity		Area of section	Moment of Inertia				Sectional Modulus		Radius of gyration				Remarks
								X Axis	Y Axis	U Axis	V Axis	X Axis	Y Axis	X Axis	Y Axis	U Axis	V Axis
	w	t	R1	R2	Cx	Cy	A	lxx	lyy	luu	lvv	Zxx	Zyy	rxx	ryy	luu	lvv
	Kg/m	mm	mm	mm	mm	cm	cm²	cm⁴	cm⁴	cm⁴	cm⁴	cm³	cm³	cm	cm	cm⁴	cm⁴
EQUAL LEG ANGLES
100 100X8	12.1	8.0	8.5	Should be reasonbly square	2.76	2.76	15.4	145	145	232	58.4	20.0	20.0	3.07	3.07	3.88	1.95
X10	14.9	10.0			2.84	2.84	19.0	177	177	282	71.8	24.7	24.7	3.05	3.05	3.85	1.94
X12	17.7	12.0			2.92	2.92	22.6	207	207	329	84.7	29.2	29.2	3.03	3.03	3.82	1.94

110 110X8	13.4	8.0	10.0	4.8	3.00	3.00	17.1	197	197	313	81.0	24.6	24.6	3.40	3.40	4.28	2.18
X10	16.6	10.0			3.09	3.09	3.09	21.1	240	240	381	98.9	30.4	3.37	3.37	4.25	2.16
X12	19.7	12.0			3.17	3.17	25.1	281	281	446	116	35.9	35.9	3.35	3.35	4.22	2.15
130 130 X10	19.7	10.0	10.0	4.8	3.59	3.59	25.1	405	405	640	166	43.1	43.1	4.02	4.02	5.07	2.57
X12	23.5	12.0			3.67	3.67	29.9	476	476	757	169	51.0	51.0	3.99	3.99	5.03	2.56

150 150X10	22.9	10.0	12	4.8	4.08	4.08	29.2	634	634	1010	260	58.0	58.0	4.66	4.66	5.87	2.98
X12	27.3	12.0			4.16	4.16	34.8	746	746	1190	306	68.8	68.8	4.63	4.63	5.84	2.97
X16	35.8	16.0			4.31	4.31	45.6	959	959	1520	395	89.7	89.7	4.58	4.58	5.77	2.94

200 200X16	48.5	16.0	15	4.8	5.56	5.56	61.8	2370	2370	3760	968	164	164	6.19	6.19	7.80	3.96
X20	60.0	20.0	15	4.8	5.71	5.71	76.4	2880	2880	4570	1180	201	201	6.14	6.14	7.73	3.93

INDIAN CRAINE RAILS	Sectional Weight (Kg/m)
CR-80	64.2	As per is :3443-1980 (INDIAN SPECIFICATION FOR CRANE RAIL SECTIONS)
CR-100	89.0

TRACK RAILS	Sectional Weight (Kg/m)
UIC 54	54.43	As per IRS-T-12 2009, UIC-860-R, or EN-13671-1
UIC 60	60.34	As per IRS-T-12 2009, UIC-860-R, or EN-13671-1
IRS 52	51.89	As per IRS-T-12-2009

Delivery Conditions for Beams / Columns /Channels and Rails

	For Structurals		For Rails
Lenght:	For prime	10 – 13 meter (-0/+100mm)	13meter, lenght, tolerance as per norm
	For non-prime	10-13 meter(-0/+100mm)
	For short lenght	As per lot information
Dimensional Norms: (for prime & short-lenght material only)	For UB/UC sections	As per BS4-1 :1993	As per UIC/ EN/ IRS norm as applicable
	For IPE/NPB sections	As IS :12778/ equivalance with EN-19-57
	For HE/WPB sections	As per IS:12778/ equivalance with EN-53-62
Surface Condition:	For prime	Blue or with slight atmospheric rust
	For non-prime/short lenght	superflcial rust to slight rusted material to be acceptable
Packing :	Bare, Loose and / or in bundles of max 5 MT each		Bare, Loose and / or in bundles of max 5 MT each
Marking:	For prime	Size lenght/ Grade /Heat no, Order no, Desired shipping marks	As per mutual agreement
	For non-prime /short lenght	As per mutual greement
Minimum Order Qty. :	For domestic sales : 5 MT per size per lenght and 22 MT IN total .(In case of lesser order quantitiy, freight for full trailor / truck to buyer’s account)		As per mutual agreement
	For exprots : 30 MT per lenght and 100 MT per grade for grades S355JR/ equivalent and lower; Total order quantity MIN 500 MT 50 MT per size per lenght and 100 MT per grade for grades S355JR/equivalent and heigher; Total order quantity : Min 500 MT
Invoicing :	For domestic sales : On actual weight basis of as per mutual agrement		For domestic sales : On actual weight basis
	For expots : On theoretical weight basis on nominal size & lengh		For exports : On theoretica weight basis

Veuillez nous envoyer toutes vos demandes et requetes liees a Les sections importees, les profils speciaux et Jindal creent des poutres

European I beams

European I beams

IPE

Dimensions: IPE 80 – 600 in accordance with former standard EU 19-57
IPE AA 80 – 550, IPE A 80 – 600, IPE O 180 – 600, IPE 750 ON AS IS WHERE IS BASIS
Tolerances: EN 10034: 1993
Surface condition: according to EN 10163-3: 2004, class C, subclass 1

t^w

t^f

hⁱ

P^min

P^max

A_L

A_G

kg/m

mm²

m²/m

m²/t

x10²

IPE AA 80*

4.9

3.2

4.2

5.0

6.31

69.6

59.6

–

0.325

65.62

IPE A 80•/*

5.0

3.3

4.2

5.0

6.38

69.6

59.6

–

0.325

64.90

IPE 80*

6.0

3.8

5.2

5.0

7.64

69.6

59.6

–

0.328

54.64

IPE AA 100*

6.7

97.6

3.6

4.5

7.0

8.56

88.6

74.6

–

0.396

58.93

IPE A 100•/*

6.9

3.6

4.7

7.0

8.8

88.6

74.6

–

0.397

57.57

IPE 100*

8.1

100

4.1

5.7

7.0

10.3

88.6

74.6

–

0.400

49.33

IPE AA 120*

8.4

117

3.8

4.8

7.0

10.7

107.4

93.4

–

0.470

56.26

IPE A 120•

8.7

117.6

3.8

5.1

7.0

11.0

107.4

93.4

–

0.472

54.47

IPE 120

10.4

120

4.4

6.3

7.0

13.2

107.4

93.4

–

0.475

45.82

IPE AA 140*

10.1

136.6

3.8

5.2

7.0

12.8

126.2

112.2

–

0.546

54.26

IPE A 140•

10.5

137.4

3.8

5.6

7.0

13.4

126.2

112.2

–

0.547

52.05

IPE 140

12.9

140

4.7

6.9

7.0

16.4

126.2

112.2

–

0.551

42.70

IPE AA 160*

12.1

156.4

4.0

5.6

7.0

15.4

145.2

131.2

–

0.621

50.40

IPE A 160•

12.7

157

4.0

5.9

9.0

16.2

145.2

127.2

–

0.619

48.70

IPE 160

15.8

160

5.0

7.4

9.0

20.1

145.2

127.2

–

0.623

39.47

IPE AA 180*

14.9

176.4

4.3

6.2

9.0

19.0

164.0

146.0

M 10

0.693

46.37

IPE A 180•

15.4

177

4.3

6.5

9.0

19.6

164.0

146.0

M 10

0.694

45.15

IPE 180

18.8

180

5.3

8.0

9.0

23.9

164.0

146.0

M 10

0.698

37.13

IPE O 180+

21.3

182

6.0

9.0

27.1

164.0

146.0

M 10

0.705

33.12

IPE AA 200*

18.0

196.4

100

4.5

6.7

12.0

22.9

183.0

159.0

M 10

0.763

42.51

IPE A 200•

18.4

197

100

4.5

7.0

12.0

23.5

183.0

159.0

M 10

0.764

41.49

IPE 200

22.4

200

100

5.6

8.5

12.0

28.5

183.0

159.0

M 10

0.768

34.36

IPE O 200+

25.1

202

102

6.2

9.5

12.0

32.0

183.0

159.0

M 10

0.779

31.05

IPE AA 220*

21.2

216.4

110

4.7

7.4

12.0

27.0

201.6

177.6

M 12

0.843

39.78

IPE A 220•

22.2

217

110

5.0

7.7

12.0

28.3

201.6

177.6

M 12

0.843

38.02

IPE 220

26.2

220

110

5.9

9.2

12.0

33.4

201.6

177.6

M 12

0.848

32.36

IPE O 220+

29.4

222

112

6.6

10.2

12.0

37.4

201.6

177.6

M 10

0.858

29.24

IPE AA 240*

24.9

236.4

120

4.8

8.0

15.0

31.7

220.4

190.4

M 12

0.917

36.86

IPE A 240•

26.2

237

120

5.2

8.3

15.0

33.3

220.4

190.4

M 12

0.918

35.10

IPE 240

30.7

240

120

6.2

9.8

15.0

39.1

220.4

190.4

M 12

0.922

30.02

IPE O 240+

34.3

242

122

7.0

10.8

15.0

43.7

220.4

190.4

M 12

0.932

27.17

IPE A 270•

30.7

267

135

5.5

8.7

15.0

39.2

249.6

219.6

M 16

1.037

33.75

IPE 270

36.1

270

135

6.6

10.2

15.0

45.9

249.6

219.6

M 16

1.041

28.86

IPE O 270+

42.3

274

136

7.5

12.2

15.0

53.8

249.6

219.6

M 16

1.051

24.88

IPE A 300•

36.5

297

150

6.1

9.2

15.0

46.5

278.6

248.6

M 16

1.156

31.65

IPE 300

42.2

300

150

7.1

10.7

15.0

53.8

278.6

248.6

M 16

1.160

27.46

IPE O 300+

49.3

304

152

8.0

12.7

15.0

62.8

278.6

248.6

M 16

1.174

23.81

IPE A 330•

43.0

327

160

6.5

10.0

18.0

54.7

307.0

271.0

M 16

1.250

29.09

IPE 330

49.1

330

160

7.5

11.5

18.0

62.6

307.0

271.0

M 16

1.254

25.52

IPE O 330+

57.0

334

162

8.5

13.5

18.0

72.6

307.0

271.0

M 16

1.268

22.24

IPE A 360•

50.2

357.6

170

6.6

11.5

18.0

64.0

334.6

298.6

M 22

1.351

26.91

IPE 360

57.1

360

170

8.0

12.7

18.0

72.7

334.6

298.6

M 22

1.353

23.70

IPE O 360+

66.0

364

172

9.2

14.7

18.0

84.1

334.6

298.6

M 22

1.367

20.69

IPE A 400•

57.4

397

180

7.0

12.0

21.0

73.1

373.0

331.0

M 22

1.464

25.51

IPE 400

66.3

400

180

8.6

13.5

21.0

84.5

373.0

331.0

M 22

1.467

22.12

IPE O 400+

75.7

404

182

9.7

15.5

21.0

96.4

373.0

331.0

M 22

100

1.481

19.57

IPE A 450•

67.2

447

190

7.6

13.1

21.0

85.6

420.8

378.8

M 24

100

102

1.603

23.87

IPE 450

77.6

450

190

9.4

14.6

21.0

98.8

420.8

378.8

M 24

100

102

1.605

20.69

IPE O 450+

92.4

456

192

11.0

17.6

21.0

118

420.8

378.8

M 24

102

104

1.622

17.56

IPE A 500•

79.4

497

200

8.4

14.5

21.0

101

468.0

426.0

M 24

100

112

1.741

21.94

IPE 500

90.7

500

200

10.2

16.0

21.0

116

468.0

426.0

M 24

102

112

1.744

19.23

IPE O 500+

107

506

202

12.0

19.0

21.0

137

468.0

426.0

M 24

104

114

1.76

16.4

IPE A 550•

92.1

547

210

9.0

15.7

24.0

117

515.6

467.6

M 24

106

122

1.875

20.36

IPE 550

106

550

210

11.1

17.2

24.0

134

515.6

467.6

M 24

110

122

1.877

17.78

IPE O 550+

123

556

212

12.7

20.2

24.0

156

515.6

467.6

M 24

110

122

1.893

15.45

IPE A 600•

108

597

220

9.8

17.5

24.0

137

562.0

514.0

M 27

114

118

2.013

18.72

IPE 600

122

600

220

12.0

19.0

24.0

156

562.0

514.0

M 27

116

118

2.015

16.45

IPE O 600+

154

610

224

15.0

24.0

197

562.0

514.0

M 27

118

122

2.045

13.24

IPE 750 x 137*

137

753

263

11.5

17.0

175

719.0

685.0

M 27

102

162

2.506

18.28

IPE 750 x 147

147

753

265

13.2

17.0

188

719.0

685.0

M 27

104

164

2.51

17.06

IPE 750 x 173+

173

762

267

14.4

21.6

17.0

221

718.8

684.8

M 27

104

166

2.534

14.58

IPE 750 x 196+

196

770

268

15.6

25.4

17.0

251

719.2

685.2

M 27

106

166

2.552

12.96

European wide flange beams

European wide flange beams

Dim.: HE A, HE B and HE M 100 – 1000 in accordance with former standard EU 53-62; HE 1000 with GHE>GHEM in accordance with ASTM A 6/A 6M – 07
HE C in accordance with PN-H-93452: 2005; HE AA 100-1000 ON AS IS WHERE IS BASIS
Tolerances: EN 10034: 1993 HE 100 – 900; HE 1000 AA-M
ASTM A 6/A 6M – 07 HE 1000 with GHE>GHE M
Surface condition: according to EN 10163-3: 2004, class C, subclass 1

t_w

t_f

h_i

P_min

P_max

A_L

A_G

kg/m

mm²

m²/m

m²/t

x10²

HE 100 AA•

12,2

100

4.2

5.5

15.6

M 10

0.553

45.17

HE 100 A

16,7

100

21.2

M 10

0.561

33.68

HE 100 B

20,4

100

26.0

M 10

0.567

27.76

HE 100 C*

30.9

110

103

39.3

M 10

0.593

19.23

HE 100 M

41,8

120

106

53.2

M 10

0.619

14.82

HE 120 AA•

14,6

109

120

4.2

5.5

18.6

M 12

0.669

45.94

HE 120 A

19,9

114

120

25.3

M 12

0.677

34.06

HE 120 B

26,7

120

6.5

34.0

M 12

0.686

25.71

HE 120 C*

39.2

130

123

9.5

49.9

M 12

0.712

18.19

HE 120 M

52,1

140

126

12.5

66.4

M 12

0.738

14.16

HE 140 AA•

18,1

128

140

4.3

23.0

116

M 16

0.787

43.53

HE 140 A

24,7

133

140

5.5

8.5

31.4

116

M 16

0.794

32.21

HE 140 B

33,7

140

43.0

116

M 16

0.805

23.88

HE 140 C*

48.2

150

143

61.5

116

M 16

0.831

17.22

HE 140 M

63,2

160

146

80.6

116

M 16

0.857

13.56

HE 160 AA•

23,8

148

160

4.5

30.4

134

104

M 20

0.901

37.81

HE 160 A

30,4

152

160

38.8

134

104

M 20

0.906

29.78

HE 160 B

42,6

160

54.3

134

104

M 20

0.918

21.56

HE 160 C*

59.2

170

163

75.4

134

104

M 20

0.944

15.95

HE 160 M

76,2

180

166

97.1

134

104

M 20

0.970

12.74

HE 180 AA•

28,7

167

180

7.5

36.5

152

122

M 24

1.018

35.51

HE 180 A

35,5

171

180

9.5

45.3

152

122

M 24

1.024

28.83

HE 180 B

51,2

180

8.5

65.3

152

122

M 24

1.037

20.25

HE 180 C*

69.8

190

183

11.5

89.0

152

122

M 27

1.063

15.22

HE 180 M

88,9

200

186

14.5

113.3

152

122

M 24

1.089

12.25

HE 200 AA•

34,6

186

200

5.5

44.1

170

134

M 27

100

1.130

32.62

HE 200 A

42,3

190

200

6.5

53.8

170

134

M 27

100

1.136

26.89

HE 200 B

61,3

200

78.1

170

134

M 27

100

1.151

18.78

HE 200 C*

81.9

210

203

104.4

170

134

M 27

104

1.177

14.36

HE 200 M

103

220

206

131.3

170

134

M 27

106

1.203

11.67

HE 220 AA•

40,4

205

220

8.5

51.5

188

152

M 27

118

1.247

30.87

HE 220 A

50,5

210

220

64.3

188

152

M 27

118

1.255

24.85

HE 220 B

71,5

220

9.5

91.0

188

152

M 27

100

118

1.270

17.77

HE 220 C*

94.1

230

223

12.5

119.9

188

152

M 27

104

122

1.296

13.77

HE 220 M

117

240

226

15.5

149.4

188

152

M 27

108

124

1.322

11.27

HE 240 AA•

47,4

224

240

6.5

60.4

206

164

M 27

104

138

1.359

28.67

HE 240 A

60,3

230

240

7.5

76.8

206

164

M 27

104

138

1.369

22.70

HE 240 B

83,2

240

106.0

206

164

M 27

108

138

1.384

16.63

HE 240 C*

119

255

244

24.5

152.2

206

164

M 27

112

142

1.422

11.90

HE 240 M

157

270

248

199.6

206

164

M 27

116

146

1.460

9.318

HE 260 AA•

54,1

244

260

6.5

9.5

69.0

225

177

M 27

110

158

1.474

27.22

HE 260 A

68,2

250

260

7.5

12.5

86.8

225

177

M 27

110

158

1.484

21.77

HE 260 B

93.0

260

17.5

118.4

225

177

M 27

114

158

1.499

16.12

HE 260 C*

132

275

264

168.4

225

177

M 27

118

162

1.537

11.63

HE 260 M

172

290

268

32.5

219.6

225

177

M 27

122

166

1.575

9.133

HE 280 AA•

61,2

264

280

78.0

244

196

M 27

110

178

1.593

26.01

HE 280 A

76,4

270

280

97.3

244

196

M 27

112

178

1.603

20.99

HE 280 B

103

280

10.5

131.4

244

196

M 27

114

178

1.618

15.69

HE 280 C*

145

295

284

14.5

25.5

185.2

244

196

M 27

118

182

1.656

11.39

HE 280 M

189

310

288

18.5

240.2

244

196

M 27

122

186

1.694

8.984

HE 300 AA•

69,8

283

300

7.5

10.5

88.9

262

208

M 27

116

198

1.705

24.42

HE 300 A

88,3

290

300

8.5

112.5

262

208

M 27

118

198

1.717

19.43

HE 300 B

117

300

149.1

262

208

M 27

120

198

1.732

14.80

HE 300 C*

177

320

305

225.1

262

208

M 27

126

204

1.782

10.08

HE 300 M

238

340

310

303.1

262

208

M 27

132

208

1.832

7.699

HE 320 AA•

74,2

301

300

94.6

279

225

M 27

118

198

1.740

23.43

HE 320 A

97,6

310

300

15.5

124.4

279

225

M 27

118

198

1.756

17.98

HE 320 B

127

320

300

11.5

20.5

161.3

279

225

M 27

122

198

1.771

13.98

HE 320 C*

186

340

305

30.5

236.9

279

225

M 27

126

204

1.822

9.796

HE 320 M

245

359

309

312.0

279

225

M 27

132

204

1.866

7.616

HE 340 AA•

78,9

320

300

8.5

11.5

100.5

297

243

M 27

118

198

1.777

22.52

HE 340 A

105

330

300

9.5

16.5

133.5

297

243

M 27

118

198

1.795

17.13

HE 340 B

134

340

300

21.5

170.9

297

243

M 27

122

198

1.810

13.49

HE 340 M

248

377

309

315.8

297

243

M 27

132

204

1.902

7.670

HE 360 AA•

83,7

339

300

106.6

315

261

M 27

118

198

1.814

21.67

HE 360 A

112

350

300

17.5

142.8

315

261

M 27

120

198

1.834

16.36

HE 360 B

142

360

300

12.5

22.5

180.6

315

261

M 27

122

198

1.849

13.04

HE 360 M

250

395

308

318.8

315

261

M 27

132

204

1.934

7.730

HE 400 AA•

92,4

378

300

9.5

117.7

352

298

M 27

118

198

1.891

20.46

HE 400 A

125

390

300

159.0

352

298

M 27

120

198

1.912

15.32

HE 400 B

155

400

300

13.5

197.8

352

298

M 27

124

198

1.927

12.41

HE 400 M

256

432

307

325.8

352

298

M 27

132

202

2.004

7.835

HE 450 AA•

99,7

425

300

13.5

127.1

398

344

M 27

120

198

1.984

19.89

HE 450 A

140

440

300

11.5

178.0

398

344

M 27

122

198

2.011

14.39

HE 450 B

171

450

300

218.0

398

344

M 27

124

198

2.026

11.84

HE 450 M

263

478

307

335.4

398

344

M 27

132

202

2.096

7.959

HE 500 AA•

107

472

300

10.5

136.9

444

390

M 27

120

198

2.077

19.33

HE 500 A

155

490

300

197.5

444

390

M 27

122

198

2.110

13.60

HE 500 B

187

500

300

14.5

238.6

444

390

M 27

124

198

2.125

11.34

HE 500 M

270

524

306

344.3

444

390

M 27

132

202

2.184

8.079

HE 550 AA•

120

522

300

11.5

152.8

492

438

M 27

122

198

2.175

18.13

HE 550 A

166

540

300

12.5

211.8

492

438

M 27

122

198

2.209

13.29

HE 550 B

199

550

300

254.1

492

438

M 27

124

198

2.224

11.15

HE 550 M

278

572

306

354.4

492

438

M 27

132

202

2.280

8.195

HE 600 AA•

129

571

300

15.5

164.1

540

486

M 27

122

198

2.272

17.64

HE 600 A

178

590

300

226.5

540

486

M 27

122

198

2.308

12.98

HE 600 B

212

600

300

15.5

270.0

540

486

M 27

126

198

2.323

10.96

HE 600 M

285

620

305

363.7

540

486

M 27

132

200

2.372

8.308

HE 600 x 337•

337

632

310

25.5

429.2

540

486

M 27

138

202

2.407

7.144

HE 600 x 399•

399

648

315

508.5

540

486

M 27

142

208

2.450

6.137

HE 650 AA•

138

620

300

12.5

175.8

588

534

M 27

122

198

2.369

17.17

HE 650 A

190

640

300

13.5

241.6

588

534

M 27

124

198

2.407

12.69

HE 650 B

225

650

300

286.3

588

534

M 27

126

198

2.422

10.77

HE 650 M

293

668

305

373.7

588

534

M 27

132

200

2.468

8.411

HE 650 x 343•

343

680

309

437.5

588

534

M 27

138

202

2.500

7.278

HE 650 x 407•

407

696

314

29.5

518.8

588

534

M 27

142

206

2.543

6.243

HE 700 AA•

150

670

300

190.9

636

582

M 27

122

198

2.468

16.46

HE 700 A

204

690

300

14.5

260.5

636

582

M 27

124

198

2.505

12.25

HE 700 B

241

700

300

306.4

636

582

M 27

126

198

2.520

10.48

HE 700 M

301

716

304

383.0

636

582

M 27

132

200

2.560

8.513

HE 700 x 352•

352

728

308

448.6

636

582

M 27

138

200

2.592

7.359

HE 700 x 418•

418

744

313

29.5

531.9

636

582

M 27

142

206

2.635

6.310

HE 800 AA•

172

770

300

218.5

734

674

M 27

130

198

2.660

15.51

HE 800 A

224

790

300

285.8

734

674

M 27

130

198

2.698

12.03

HE 800 B

262

800

300

17.5

334.2

734

674

M 27

134

198

2.713

10.34

HE 800 M

317

814

303

404.3

734

674

M 27

138

198

2.746

8.655

HE 800 x 373•

373

826

308

474.6

734

674

M 27

144

200

2.782

7.469

HE 800 x 444•

444

842

313

566.0

734

674

M 27

148

206

2.824

6.357

HE 900 AA•

198

870

300

252.2

830

770

M 27

130

198

2.858

14.44

HE 900 A

252

890

300

320.5

830

770

M 27

132

198

2.896

11.51

HE 900 B

291

900

300

18.5

371.3

830

770

M 27

134

198

2.911

9.99

HE 900 M

333

910

302

423.6

830

770

M 27

138

198

2.934

8.824

HE 900 x 391•

391

922

307

497.7

830

770

M 27

144

200

2.970

7.604

HE 900 x 466•

466

938

312

593.7

830

770

M 27

148

204

3.012

6.464

HE 1000 AA•

222

970

300

282.2

928

868

M 27

132

198

3.056

13.80

HE 1000 x 249•

249

980

300

16.5

316.8

928

868

M 27

134

194

3.080

12.37

HE 1000 A

272

990

300

16.5

346.8

928

868

M 27

132

198

3.095

11.37

HE 1000 B

314

1000

300

400.0

928

868

M 27

134

198

3.110

9.905

HE 1000 M

349

1008

302

444.2

928

868

M 27

138

198

3.130

8.978

HE 1000 x 393•

393

1016

303

24.4

43.9

500.2

928

868

M 27

142

198

3.140

8.010

HE 1000 x 415•

415

1020

304

528.7

928

868

M 27

144

198

3.150

7.600

HE 1000 x 438•

438

1026

305

26.9

556.0

928

868

M 27

146

198

3.170

7.250

HE 1000 x 494•

494

1036

309

629.1

928

868

M 27

148

204

3.190

6.470

HE 1000 x 584•

584

1056

314

743.7

928

868

M 27

154

208

3.240

5.560

British universal columns

British Universal columns , widely known as UC Dimensions: BS 4-1: 2005
Tolerances: EN 10034: 1993
Surface condition: according to EN 10163-3: 2004, class C, subclass 1

Item	G	h	b	t_w	t_f	r	A	h_i	d	Ø	p_min	p_max	A_L	A_G
	kg/m	mm	mm	mm	mm	mm	mm²	mm	mm		mm	mm	m²/m	m²/t
							x10²
UC 152 x 152 x 23*	23.0	152.4	152.2	5.8	6.8	7.6	29.25	138.8	123.6	M20	72	76	0.889	38.72
UC 152 x 152 x 30*	30.0	157.6	152.9	6.5	9.4	7.6	38.26	138.8	123.6	M20	72	76	0.901	29.99
UC 152 x 152 x 37*	37.0	161.8	154.4	8.0	11.5	7.6	47.11	138.8	123.6	M20	74	78	0.912	24.66
UC 203 x 203 x 46+	46.1	203.2	203.6	7.2	11.0	10.2	58.73	181.2	160.8	M27	90	104	1.189	25.79
UC 203 x 203 x 52+	52.0	206.2	204.3	7.9	12.5	10.2	66.28	181.2	160.8	M27	90	104	1.196	22.99
UC 203 x 203 x 60+	60.0	209.6	205.8	9.4	14.2	10.2	76.37	181.2	160.8	M27	90	106	1.206	20.12
UC 203 x 203 x 71+	71.0	215.8	206.4	10.0	17.3	10.2	90.43	181.2	160.8	M27	92	106	1.220	17.18
UC 203 x 203 x 86+	86.1	222.2	209.1	12.7	20.5	10.2	109.6	181.2	160.8	M27	94	110	1.238	14.38
UC 254 x 254 x 73+	73.1	254.1	254.6	8.6	14.2	12.7	93.10	225.7	200.3	M27	100	152	1.488	20.35
UC 254 x 254 x 89+	88.9	260.3	256.3	10.3	17.3	12.7	113.3	225.7	200.3	M27	102	154	1.503	16.90
UC 254 x 254 x 107+	107.1	266.7	258.8	12.8	20.5	12.7	136.4	225.7	200.3	M27	104	156	1.521	14.21
UC 254 x 254 x 132+	132.0	276.3	261.3	15.3	25.3	12.7	168.1	225.7	200.3	M27	108	160	1.545	11.71
UC 254 x 254 x 167+	167.1	289.1	265.2	19.2	31.7	12.7	212.9	225.7	200.3	M27	112	164	1.579	9.449
UC 305 x 305 x 97+	96.9	307.9	305.3	9.9	15.4	15.2	123.4	277.1	246.7	M27	102	204	1.791	18.48
UC 305 x 305 x 118+	117.9	314.5	307.4	12.0	18.7	15.2	150.2	277.1	246.7	M27	104	206	1.809	15.34
UC 305 x 305 x 137+	136.9	320.5	309.2	13.8	21.7	15.2	174.4	277.1	246.7	M27	106	208	1.824	13.32
UC 305 x 305 x 158+	158.1	327.1	311.2	15.8	25.0	15.2	201.4	277.1	246.7	M27	108	210	1.841	11.65
UC 305 x 305 x 198+	198.1	339.9	314.5	19.1	31.4	15.2	252.4	277.1	246.7	M27	112	212	1.874	9.455
UC 305 x 305 x 240+	240.0	352.5	318.4	23.0	37.7	15.2	305.8	277.1	246.7	M27	116	216	1.907	7.942
UC 305 x 305 x 283+	282.9	365.3	322.2	26.8	44.1	15.2	360.4	277.1	246.7	M27	120	218	1.940	6.856
UC 356 x 368 x 129+	129.0	355.6	368.6	10.4	17.5	15.2	164.3	320.6	290.2	M27	98	262	2.139	16.58
UC 356 x 368 x 153+	152.9	362.0	370.5	12.3	20.7	15.2	194.8	320.6	290.2	M27	100	264	2.155	14.09
UC 356 x 368 x 177+	177.0	368.2	372.6	14.4	23.8	15.2	225.5	320.6	290.2	M27	102	266	2.172	12.27
UC 356 x 368 x 202+	201.9	374.6	374.7	16.5	27.0	15.2	257.2	320.6	290.2	M27	104	268	2.189	10.84
UC 356 x 406 x 235+	235.1	381.0	394.8	18.4	30.2	15.2	299.0	320.6	290.2	M27	106	288	2.278	9.693
UC 356 x 406 x 287+	287.1	393.6	399.0	22.6	36.5	15.2	365.7	320.6	290.2	M27	112	294	2.312	8.053
UC 356 x 406 x 340+	339.9	406.4	403.0	26.6	42.9	15.2	433.0	320.6	290.2	M27	118	292	2.346	6.900
UC 356 x 406 x 393+	393.0	419.0	407.0	30.6	49.2	15.2	500.6	320.6	290.2	M27	122	296	2.379	6.053
UC 356 x 406 x 467+	467.0	436.6	412.2	35.8	58.0	15.2	594.9	320.6	290.2	M27	128	300	2.424	5.191
UC 356 x 406 x 551+	551.0	455.6	418.5	42.1	67.5	15.2	701.9	320.6	290.2	M27	134	306	2.475	4.492
UC 356 x 406 x 634+	633.9	474.6	424.0	47.6	77.0	15.2	807.5	320.6	290.2	M27	140	312	2.524	3.981

British universal beams

UB – UNIVERSAL BEAMS Dimensions: BS 4-1: 2005 UB 127-914
ASTM A 6/A 6M – 07 UB 1016
Tolerances: EN 10034: 1993 UB 127-914
ASTM A 6/A 6M – 07 UB 1016
Surface condition: according to EN 10163-3: 2004, class C, subclass 1

ITEM	G	h	b	t_w	t_f	r	A	h_i	d	Ø	p_min	p_max	A_L	A_G
	kg/m	mm	mm	mm	mm	mm	mm²	mm	mm		mm	mm	m²/m	m²/t
							x10²
UB 127 x 76 x 13+/*	13.0	127.0	76.0	4.0	7.6	7.6	16.52	111.8	96.6	–	–	–	0.537	41.41
UB 152 x 89 x 16+/*	16.0	152.4	88.7	4.5	7.7	7.6	20.32	137	121.8	–	–	–	0.638	39.97
UB 178 x 102 x 19+/*	19.0	177.8	101.2	4.8	7.9	7.6	24.26	162	146.8	M10	50	58	0.738	38.74
UB 203 x 102 x 23+/*	23.1	203.2	101.8	5.4	9.3	7.6	29.40	184.6	169.4	M10	54	58	0.790	34.22
UB 203 x 133 x 25+/*	25.1	203.2	133.2	5.7	7.8	7.6	31.97	187.6	172.4	M16	64	70	0.915	36.45
UB 203 x 133 x 30+/*	30.0	206.8	133.9	6.4	9.6	7.6	38.21	187.6	172.4	M16	66	70	0.923	30.78
UB 254 x 102 x 22+/*	22.0	254.0	101.6	5.7	6.8	7.6	28.02	240.4	225.2	M10	50	58	0.890	40.47
UB 254 x 102 x 25+/*	25.2	257.2	101.9	6.0	8.4	7.6	32.04	240.4	225.2	M10	52	58	0.897	35.66
UB 254 x 102 x 28+/*	28.3	260.4	102.2	6.3	10.0	7.6	36.08	240.4	225.2	M12	54	54	0.904	31.92
UB 254 x 146 x 31+/*	31.1	251.4	146.1	6.0	8.6	7.6	39.68	234.2	219	M16	66	82	1.062	34.10
UB 254 x 146 x 37+/*	37.0	256.0	146.4	6.3	10.9	7.6	47.17	234.2	219	M16	66	82	1.072	28.95
UB 254 x 146 x 43+/*	43.0	259.6	147.3	7.2	12.7	7.6	54.77	234.2	219	M16	66	84	1.081	25.14
UB 305 x 102 x 25+	24.8	305.1	101.6	5.8	7.0	7.6	31.60	291.1	275.9	M10	56	58	0.992	39.98
UB 305 x 102 x 28+	28.2	308.7	101.8	6.0	8.8	7.6	35.88	291.1	275.9	M10	58	58	1.000	35.49
UB 305 x 102 x 33+	32.8	312.7	102.4	6.6	10.8	7.6	41.83	291.1	275.9	M10	58	60	1.009	30.72
UB 305 x 127 x 37+	37.0	304.4	123.4	7.1	10.7	8.9	47.18	283	265.2	M16	67	69	1.073	28.97
UB 305 x 127 x 42+	41.9	307.2	124.3	8.0	12.1	8.9	53.40	283	265.2	M16	68	70	1.080	25.77
UB 305 x 127 x 48+	48.1	311.0	125.3	9.0	14.0	8.9	61.23	283	265.2	M16	69	71	1.090	22.67
UB 305 x 165 x 40+	40.3	303.4	165.0	6.0	10.2	8.9	51.32	283	265.2	M22	76	84	1.240	30.77
UB 305 x 165 x 46+	46.1	306.6	165.7	6.7	11.8	8.9	58.75	283	265.2	M22	76	84	1.247	27.05
UB 305 x 165 x 54+	54.0	310.4	166.9	7.9	13.7	8.9	68.77	283	265.2	M22	78	84	1.257	23.29
UB 356 x 127 x 33+	33.1	349.0	125.4	6.0	8.5	10.2	42.13	332	311.6	M12	62	74	1.170	35.38
UB 356 x 127 x 39+	39.1	353.4	126.0	6.6	10.7	10.2	49.77	332	311.6	M12	62	74	1.180	30.21
UB 356 x 171 x 45+	45.0	351.4	171.1	7.0	9.7	10.2	57.33	332	311.6	M22	82	90	1.356	30.13
UB 356 x 171 x 51+	51.0	355.0	171.5	7.4	11.5	10.2	64.91	332	311.6	M22	82	90	1.364	26.76
UB 356 x 171 x 57+	57.0	358.0	172.2	8.1	13.0	10.2	72.56	332	311.6	M22	82	90	1.371	24.07
UB 356 x 171 x 67+	67.1	363.4	173.2	9.1	15.7	10.2	85.49	332	311.6	M22	84	92	1.384	20.62
UB 406 x 140 x 39+	39.0	398.0	141.8	6.4	8.6	10.2	49.65	380.8	360.4	M16	68	78	1.333	34.20
UB 406 x 140 x 46+	46.0	403.2	142.2	6.8	11.2	10.2	58.64	380.8	360.4	M16	68	78	1.344	29.20
UB 406 x 178 x 54+	54.1	402.6	177.7	7.7	10.9	10.2	68.95	380.8	360.4	M24	88	90	1.483	27.40
UB 406 x 178 x 60+	60.1	406.4	177.9	7.9	12.8	10.2	76.52	380.8	360.4	M24	88	90	1.491	24.82
UB 406 x 178 x 67+	67.1	409.4	178.8	8.8	14.3	10.2	85.54	380.8	360.4	M24	88	90	1.499	22.32
UB 406 x 178 x 74+	74.2	412.8	179.5	9.5	16.0	10.2	94.51	380.8	360.4	M24	88	92	1.507	20.31
UB 457 x 152 x 52+	52.3	449.8	152.4	7.6	10.9	10.2	66.64	428	407.6	M20	76	76	1.476	28.22
UB 457 x 152 x 60+	59.8	454.6	152.9	8.1	13.3	10.2	76.23	428	407.6	M20	76	76	1.487	24.85
UB 457 x 152 x 67+	67.2	458.0	153.8	9.0	15.0	10.2	85.55	428	407.6	M20	78	78	1.496	22.27
UB 457 x 152 x 74+	74.2	462.0	154.4	9.6	17.0	10.2	94.48	428	407.6	M20	78	78	1.505	20.29
UB 457 x 152 x 82+	82.1	465.8	155.3	10.5	18.9	10.2	104.5	428	407.6	M20	80	80	1.514	18.45
UB 457 x 191 x 67+	67.1	453.4	189.9	8.5	12.7	10.2	85.51	428	407.6	M27	90	90	1.632	24.31
UB 457 x 191 x 74+	74.3	457.0	190.4	9.0	14.5	10.2	94.63	428	407.6	M27	90	90	1.640	22.08
UB 457 x 191 x 82+	82.0	460.0	191.3	9.9	16.0	10.2	104.5	428	407.6	M27	92	92	1.648	20.09
UB 457 x 191 x 89+	89.3	463.4	191.9	10.5	17.7	10.2	113.8	428	407.6	M27	92	92	1.656	18.54
UB 457 x 191 x 98+	98.3	467.2	192.8	11.4	19.6	10.2	125.3	428	407.6	M27	92	92	1.665	16.94
UB 533 x 210 x 82+	82.2	528.3	208.8	9.6	13.2	12.7	104.7	501.9	476.5	M27	90	108	1.851	22.52
UB 533 x 210 x 92+	92.1	533.1	209.3	10.1	15.6	12.7	117.4	501.9	476.5	M27	92	110	1.861	20.20
UB 533 x 210 x 101+	101.0	536.7	210.0	10.8	17.4	12.7	128.7	501.9	476.5	M27	92	110	1.870	18.51
UB 533 x 210 x 109+	109.0	539.5	210.8	11.6	18.8	12.7	138.9	501.9	476.5	M27	94	108	1.877	17.22
UB 533 x 210 x 122+	122.0	544.5	211.9	12.7	21.3	12.7	155.4	501.9	476.5	M27	94	110	1.889	15.49
UB 610 x 229 x 101+	101.2	602.6	227.6	10.5	14.8	12.7	128.9	573	547.6	M27	92	126	2.073	20.48
UB 610 x 229 x 113+	113.0	607.6	228.2	11.1	17.3	12.7	143.9	573	547.6	M27	92	126	2.084	18.44
UB 610 x 229 x 125+	125.1	612.2	229.0	11.9	19.6	12.7	159.3	573	547.6	M27	94	128	2.095	16.75
UB 610 x 229 x 140+	139.9	617.2	230.2	13.1	22.1	12.7	178.2	573	547.6	M27	94	128	2.107	15.06

Poutres MS

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European I beams

European wide flange beams

British universal columns

British universal beams

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Poutres MS

Actionnaire et fournisseur de poutres en acier doux:

Specifications techniques des poutres

Structural

Rationalised sizes of beams/joists, channels,angles

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Dimensions & Technical Specifications of parallel flanged beams, Universal Beams & Columns made in India

European I beams

European wide flange beams

British universal columns

British universal beams