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Mild Steel Chanell



Mild Steel Chanell
Product Description

We offer our clients a broad assortment of Mild Steel Channel. This Mild Steel Channel is manufactured with high grade mild steel in complete compliance with the defined industry standards. It is widely used as a structural support in construction work. Mild Steel Channel is very hard-wearing and is available in different sizes and shapes. Our quality controllers also examine this on defined industry standards to eliminate all the flaws.

 

H-Beam Section (with relevent inch sizexlbs/ft)

Designation (with BS41:1993 (AST MA6/BIS: 12778 applicable specn)

Sectional wt. (in kg/m)

Beam depth (H) in mm

Flange width (W) in mm

Web Thk.(tw) i n mm

Flange tank (tf) in mm

Fillet radius ® in mm

Sectional Area (A) in cm2

Geo. Moment of Inertia

Radius of Gyration

Modulus sectin










ly

lx

ry

rx

zy

zx


ISMC 100x50

9.56

100

50

5

7.7

9

12.2

26.7

192

1.48

3.97

7.71



ISMC 125x65

13.1

125

65

5.3

8.2

9.5

16.7

61.1

425

1.91

5.05

13.4

68.1


ISMC 150x75

16.8

150

75

5.7

9

10

21.3

103

788

2.2

6.08

19.5

105


ISMC 175x75

19.6

175

75

6

10.2

10.5

24.9

122

1240

2.21

7.04

23

141


ISMC 200x75

22.3

200

75

6.2

11.4

11

28.5

141

1830

2.22

8.02

26.4

181


ISMC 250x80

30.6

250

80

7.2

14.1

12

39

211

3880

2.37

9.92

38.5

307


ISMC 250x82

34.2

250

82

9

14.1

12

43.5

244

4080

2.37

9.68

40.9

326


ISMC 300x90

36.3

300

90

7.8

13.6

13

46.5

313

6420

2.6

11.8

47.1

428


ISMC 400x100

50.1

400

100

8.8

15.3

15

63.8

508

15200

2.82

15.4

67

760


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

w

H

B

Tw

Tf

r

A

X Axis

Y Axis

X Axis

Y Axis

X Axis

Y Axis

Kg/m

mm

mm

mm

mm

mm

Cm2

Ixx

Iyy

Zxx

Zyy

rxx

ryy

cm4

cm4

cm3

cm3

cm

cm

PARALLEL FLANGE BEAMS

UB 203X133X 25

25.1

203.2

133.2

5.7

7.8

7.6

31.97

2340

307.6

230.3

46.2

8.56

3.1

UB 203X133X 30

30

206.8

133.9

6.4

9.6

7.6

38.21

2896

384.7

280

57.5

8.71

3.17

UB 254x146x31

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 254x146x37

37

256

146.4

6.3

10.9

7.6

47.17

5537

570.6

432.6

78

10.83

3.48

UB 254x146x43

43

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

3.9

UB 305 x 165 x 54

54

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

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

355

171.5

7.4

11.5

10.2

64.91

14140

968.3

796.4

112.9

14.76

3.86

UB 356 x 171 x 57

57

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

85.49

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

178.8

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

IPEA 400/ NPB 400 x 180 x 57.4

57.4

397

180

7

12

21

73.1

20293

1170.6

1022.3

130.1

16.66

4

IPE 400/ NPB 400 x 180 x 66.3

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 400 x 180 x 75.7

75.7

404

182

9.7

15.5

21

96.5

26747

1564.2

1324.1

171.9

16.66

4.03

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

4.2

UB 457 x 191 x 82

82

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

IPEA 450/ NPB 450 x 190 x 67.2

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 450 x 190 x 77.6

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 450 x 190 x 92.4

92.4

456

192

11

17.6

21

117.7

40923

2085.4

17949.9

217.2

1865

4.21

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

w

H

B

Tw

Tf

r

A

X Axis

Y Axis

X Axis

Y Axis

X Axis

Y Axis

Kg/m

mm

mm

mm

mm

mm

Cm2

Ixx

Iyy

Zxx

Zyy

rxx

ryy

cm4

cm4

cm3

cm3

cm

cm

PARALLEL FLANGE BEAMS/Contd

IPEA

500/NPB 500 x 200 x 79.4

79.4

497

200

8.4

14.5

21

101.3

42933

1939.2

1727.7

193.9

20.61

4.38


IPE 500/NPB 500 x 200 x 90.7

90.7

500

200

10.2

16

21

115.5

48199

2141.7

1927.9

241.2

20.43

4.31


IPEO 500/NPB 500 x 200 x 107.3

107.3

506

202

12

19

21

136.7

57777

2621.7

2283.7

259.5

20.56

4.38


UB 533 x 210 x 82

82.2

528.3

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

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

539.5

210.8

11.6

18.8

12.7

138.9

66820

2943

2477

279.2

21.94

4.6


UB 533 x 210 x 122

122

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

2515

256

24.24

4.57


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


IPEA 600/ NPB 600 x 220 x 107.6

107.6

597

220

9.8

17.5

24

137

82919

3116.3

2777.8

283.3

24.6

4.77


IPE 600/ NPB 600 x 220 x 122.4

122.4

600

220

12

19

24

156

92083

3387.3

3069.4

307.9

24.3

4.66


IPEO 600/ NPB 600 x 220 x 154.5

154.4

610

224

15

24

24

196.8

118302

4520.8

3678.8

403.6

24.52

4.79


HEAA 600/ WPB 600 x 300 x 128.8

128.8

571

300

12

15.5

27

164.1

91872

6993.4

3217.9

466.2

23.66

6.53


HEA 600/ WPB 600 x 300 x 177.8

177.8

590

300

13

25

27

226.5

141208

11271.3

4786.7

751.4

24.97

7.05


HEB 600/ WPB 600 x 300 x 211.9

211.9

600

300

15.5

30

27

270

171041

13530.2

5701.4

902

25.17

7.08


HEM 600/ WPB 600 x 300 x 285

285

620

305

21

40

27

363.7

237447

18975.5

7659.6

1244.3

25.65

7.22


HEAA 700/ WPB 700 x 300 x 149.9

149.9

670

300

13

17

27

190.9

142721

7673.1

4260.3

511.5

27.34

6.34


HEA 700/ WPB 700 x 300 x 204.5

204.5

690

300

14.5

27

27

260.5

215301

12178.8

6240.6

811.9

28.75

6.65


HEB 700/ WPB 700 x 300 x 240.5

240.5

700

300

17

32

27

306.4

256888

14440.8

7339.7

952.7

28.96

6.68


HEM 700/ WPB 700 x 300 x 300.7

300.7

716

304

21

40

27

383

329278

18797.4

9197.7

1236.7

29.32

7.01


HEAA 800/ WPB 800 x 300 x 172

172

770

300

14

18

30

218.5

208900

8134

5426

542.2

30.92

6.1

On the anvil/Subject prior agreement

HEA 800/ WPB 800 x 300 x 224

224

790

300

15

28

30

285.8

303400

12640

7682

842.6

32.58

6.65


HEB 800/ WPB 800 x 300 x 262

262

800

300

17.5

33

30

334.2

359100

14900

8977

993.6

32.78

6.68


HEM 800/ WPB 800 x 300 x 317

317

814

303

21

40

30

404.3

442600

18630

10870

1230

33.09

6.79

On the anvil/Subject prior agreement

HEAA 900/ WPB 900 x 300 x 198

198

870

300

15

20

30

252.2

301100

9041

6923

602.8

34.55

5.99

On the anvil/Subject prior agreement

HEA 900/ WPB 900 x 300 x 252

252

890

300

16

30

30

320.5

422100

13550

9485

903.2

36.29

6.5

On the anvil/Subject prior agreement

HEB 900/ WPB 900 x 300 x 291

291

900

300

18.5

35

30

371.3

494100

15820

10980

1054

36.48

6.53

On the anvil/Subject prior agreement

HEM 900/ WPB 900 x 300 x 333

333

910

302

27

40

30

423.6

570400

18450

12540

1222

36.7

6.6

On the anvil/Subject prior agreement

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

w

H

B

Tw

Tf

r

A

X Axis

Y Axis

X Axis

Y Axis

X Axis

Y Axis

Kg/m

mm

mm

mm

mm

mm

Cm2

Ixx

Iyy

Zxx

Zyy

rxx

ryy

cm4

cm4

cm3

cm3

cm

cm

PARALLEL FLANGE COLUMNS


UC 152x152x23

23

152.4

152.2

5.8

6.8

7.6

29.25

1250

399.9

164

52.55

6.54

3.7

Equivalent to WPB 150 x 150 x 23

UC 152x152x30

30

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 150 x 150 x 30

UC 152x152x37

37

161.8

154.4

8

11.5

7.6

47.11

2210

706.2

273.2

91.48

6.85

3.87

Equivalent to WPB 150 x 150 x 37

UC 203 x 203 X 46

46.1

203.2

203.6

7.2

11

10.2

58.73

4568

1548

449.6

152.1

8.82

5.13


UC 203 x 203 X 52

52

206.2

204.3

7.9

12.5

10.2

66.28

5259

1778

510.1

174

8.91

5.18


UC 203 x 203 X 60

60

209.6

205.8

9.4

14.2

10.2

76.27

6125

2065

584.4

200.6

8.96

5.2


UC 203 x 203 X 71

71

215.8

206.4

10

17.3

10.2

90.43

7618

2537

706

245.9

9.18

5.3


UC 203 x 203 X 86

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 254 X 254 X 73

73.1

254.1

254.6

8.6

14.2

12.7

93.1

11420

3908

897.9

307

11.07

6.48


UC 254 X 254 X 89

88.9

260.3

256.3

10.3

17.3

12.7

113.3

14270

4857

1096

379

11.22

6.55


UC 254 X 254 X 107

107.1

266.7

258.8

12.8

20.5

12.7

136.4

17510

5928

1313

458.1

11.33

6.59


UC 254 X 254 X 132

132

276.3

261.3

15.3

25.3

12.7

138.1

22530

7531

1631

576.4

11.58

6.69


UC 254 X 254 X 167

167.1

289.1

265.2

19.2

31.7

12.7

212.9

30000

9870

2075

744.3

11.87

6.81


UC 305 x 305 x 97

96.9

307.9

305.3

9.9

15.4

15.2

123.4

22250

7308

1445

478.7

13.42

7.69


UC 305 x 305 x 118

117.9

314.5

307.4

12

18.7

15.2

150.2

27670

9059

1760

589.4

13.57

7.77


UC 305 x 305 x 137

136.9

320.5

309.2

13.8

21.7

15.2

174.4

32810

10700

2048

692.2

13.72

7.83


UC 305 x 305 x 158

158.1

327.1

311.2

15.8

25

15.2

203.4

38750

12570

2369

807.8

13.87

7.9


UC 305 x 305 x 198

198.1

339.9

314.5

19.1

31.4

15.2

252.4

50900

16300

2995

1037

14.2

8.04


UC 305 x 305 x 240

240

352.5

318.4

23

37.7

15.2

305.8

64200

20310

3643

1276

14.49

8.15


UC 305 x 305 x 283

282.9

365.3

322.2

26.8

44.1

15.2

360.4

78870

24630

4318

1529

14.79

8.27


Description
Beams
Sectional
Weight
Total
Depth
Flange
Width
Thickness
of Web
Thickness
of Flange

CYY*

Area of
section

Moment of Inertia

Sectional Modulus

Radius of

gyration

X Axis

Y Axis

X Axis

Y Axis

X Axis

Y Axis

w

D

B

T

T


A

Ixx

Iyy

Zxx

Zyy

rxx

ryy

Kg/m

mm

mm

mm

mm

mm

Cm2

cm4

cm4

cm3

cm3

cm

cm

INDIAN CHANNELS

ISMC 250 x 80

30.6

250

80

7.2

14.1

2.3

39

3880

211

307

38.5

9.92

2.37

ISMC 250 x 82

34.2

250

82

9

14.1

2.23

43.5

4080

244

326

40.9

9.68

2.37

ISMC 300 x 90

36.3

300

90

7.8

13.6

2.35

46.3

6420

313

428

47.1

11.8

2.6

ISMC 400 x 100

50.1

400

100

8.8

15.3

2.42

63.8

15200

508

760

67

15.4

2.82

*Cyy is centre of gravity along YY Axis

Indian Crane Rail Sections

Sectional Weight (Kg/m)


CR-80

64.2

As per IS : 3443 -1980, SPECIFICATION FOR CRANE RAIL SECTIONS

CR-100

89

Track Rails

Sectional Weight (Kg/m)


UIC54 (On the anvil/Subject to prior agreement)

54.43

As per UIC-860-O

UIC60

60.34

IRS -52

52

As per IRS -T-12-96

Delivery Conditions for Beams/ Columns/ Channels and Rails


For Structurals


For Rails

Length

For prime

10 - 13 meter (-0/+100mm)

13 meter Length, tolerance as norm

For non-prime

10 - 13 meter (-0/+100mm)

For short length

As per lot information

Dimensional norms : (for prime & short-length material only)

For UB/UC sections

As per BS4-1:1993


For IPE/NPB sections

As per IS:12778/ equivalance with EN-19-57

As per UIC/ EN/ IRS as applicable


As per IS:12778/ equivalance with EN-53-62


Surface Condition

For prime

Blue or with slight atmospheric rust


For non-prime / short length

Superficial 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 length / grade / Heat No., order No., Desired shipping marks

As per norms

For non-prime / short length

As per mutual agreement

Minimum Order Qty.

For domestic sales : 5 MT per size per length 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 exports : 30 MT per size per length per grade for grades S275JR/equivalent and lower; Total order quantity : Min 500MT 50 MT per size per length and 100 MT per grade for grades S355JR/equivalent and higher; Total order quantity : Min 500 MT

Invoicing

For domestic sales : On actual weight basis or as per mutual agreement

For domestic sales : On actual weight basis

For exports : On theoretical weight basis on nominal size & length

For exports : On theoretical weight basis

Product Code : 09

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Mitali Alloys Private Limited
Opp. Harchand Mill, Motia Khan, Dist- Mandi Gobindgarh, Mandi Gobindgarh - 147301, Punjab, India
Mr. Bharat Gupta (Director)
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