Joists and beams, I beam flange, Wide flange, I beams, Flange beam, Joists beams, Ms beams, Joist beams, I beams suppliers, Flange beams

Mehta Steels trades and supplies Ms Beams also known as ISMC or Joists :

Mehta Steels is a renowned suppliers of mild steel Beams manufactured by SAIL , Jindal , re rolling mills and other renowned mills around the world.

Mild Steel Beams:

‘Mehta Steels’ commonly supplies ‘I’ & ‘H’ shape light and heavy beams ( ISMB & ISHB) , Joists , Columns, imported profiles , sections like IPN , NPB , WPB , HEA , HEB , UC , UB , etc.

Beams supplied by ‘Mehta Steels’ are available in mild steel grade and high tensile grade

Common dimensions of ms Beams available in ready stock with ‘Mehta Steels’ are:

Common dimensions of ms Beams (ISMB) of Indian origin available in ready stock with ‘Mehta Steels’ are:

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	300 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

* Can be produced, if sufficient orders are available.
Below 10m/11.5m length can also be supplied
While standard lengths are mentioned in tables above, BSP can supply material in any fixed length in the range 6-13 m and DSP can supply in any fixed length in the range 5.5-11.5m

Common grades : IS 2062/2006 and SAILMA
Copper bearing structurals are also rolled as per customer’s specifications. High strength light structurals are also available as per the needs of TLT manufacturers.
Structurals are also available in the following foreign specifications :
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

(all in semi-killed quality), if sufficient orders are available.

Beams

Rolling tolerance for Structural Steel sections as per 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

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

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 Despatch

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 despatched 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

Details of imported profile beams supplied by Mehta Steels

Mehta Steels is one of the very few companies in India having expertise in supplying special profile imported sections of beams as per international standards. Mehta Steels Sources this sections from renowned mills around the world and ensures the supply of right quality material , prompt delivery at competitive prices.

Mehta Steels can supply following imported sections:

The commonly used names of international standard steel profiles are

IPE
IPN
HE
HL
HD
HP
ACB - CASTELLATED BEAMS WITH CIRCULAR OPENINGS
CASTELLATED BEAMS WITH HEXAGONAL OPENINGS
ACB – CASTELLATED BEAMS WITH SINUSOIDAL OPENINGS "ANGELINA"

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

Sample DRAWINGS OF SOME OF THE IMPORTED PROFILES OF BEAMS:

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
								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
								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
								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
									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
Surface Condition:	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
Marking:	For non-prime /short lenght	As per mutual greement	As per mutual agreement
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
Minimum Order Qty. :	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		As per mutual agreement
Invoicing :	For domestic sales : On actual weight basis of as per mutual agrement		For domestic sales : On actual weight basis
Invoicing :	For expots : On theoretical weight basis on nominal size & lengh		For exports : On theoretica weight basis

Kindly mail us all your enquiries and queries related to Imported sections , Special Profiles and Jindal make beams to ankit.mehta@mehtasteels.com