M.S. SQUARES

M.S. TMT BARS

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.

9X9

0.95

0.640

6(R)

0.067

0.220

10X10

0.239

0.784

8

0.120

0.395

12X12

0.345

1.132

10

0.188

0.617

16X16

0.612

2.008

12

0.270

0.885

20X20

0.957

3.140

16

0.480

1.578

25X25

1.496

4.908

20

0.751

2.466

32X32

2.450

8.038

25

1.174

3.852

40X40

3.828

12.560

32

1.925

6.313

50X50

5.979

19.617

M.S. FLATS

63X63

9.497

31.160

12X3

0.086

0.282

75X75

13.456

44.149

12X5

0.143

0.470

100X100

23.925

78.498

20X3

0.143

0.470

110X110

26.948

94.980

18X4

0.180

0.585

M.S. FLATS

M.S. FLATS

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.
20X5 0.241 0.790 32X12 1.005 3.297

20X6

0.287

0.942

32X16

1.342

4.403

25X3

0.183

0.600

40X3

0.274

0.899

25X5

0.305

1.000

40X5

0.487

1.598

25X6

0.365

1.197

40X6

0.580

1.903

25X8

0.470

1.550

40X8

0.762

2.500

25X10

0.609

1.998

40X10

0.945

3.100

25X12

0.731

2.398

40X12

1.158

3.799

32X3

0.243

0.798

40X16

1.523

4.997

32X5

0.395

1.296

40X20

1.920

6.300

32X6

0.457

1.499

40X25

2.407

7.897

32X8

0.671

2.202

40X32

2.897

9.505

32X10

0.854

2.802

50X3

0.365

1.197

M.S. FLATS

M.S. FLATS

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.

50X5

0.609

1.998

63X16

2.407

7.897

50X6

0.731

2.398

63X20

3.017

9.899

50X8

0.944

3.097

63X25

3.779

12.399

50X10

1.188

3.898

63X32

4.815

15.798

50X12

1.432

4.698

63X40

6.034

19,798

50X16

1.920

6.300

75X6

1.066

3.498

50X20

2.377

7.799

75X8

1.432

4.698

50X25

2.986

9.797

75X10

1.798

5.899

50X40

4.754

15.598

75X12

2.163

7.097

63X6

0.915

3.002

75X16

2.864

9.397

63X8

1.219

4.00

75X20

3.596

11.798

63X10

1.500

4.922

75X25

4.480

14.699

63X12

1.798

5.899

75X40

7.200

23.600

M.S. FLATS

M.S. FLATS

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.

100X6

1.432

4.698

125X

4.800

15.750

100X8

1.920

6.300

125X20

5.973

19.597

100X10

2.377

7.798

125X25

7.500

24.600

100X12

2.864

9.397

125X32

9.570

31.399

100X16

3.840

12.599

150X6

2.200

7.218

100X20

4.785

15.700

150X8

2.850

9.400

100X25

5.973

19.599

150X10

3.596

11.798

100X32

7.650

25.099

150X12

4.297

14.098

100X40

9.500

31.170

150X16

5.729

18.797

125X6

1.800

5.900

150X20

7.192

23.597

125X8

2.400

7.900

150X25

8.991

29.499

125X10

2.986

9.797

150X32

11.490

37.699

125X12

3.596

11.798

150X40

14.355

47.099

M.S. FLATS

M.S. FLATS

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.

200x6

2.90

9.40

250X25

15.00

49.10

200x8

3.80

12.60

300X6

4.30

14.10

200x10

4.80

15.70

300X8

5.80

18.80

200x12

5.70

18.80

300X10

7.20

23.60

200x16

7.70

25.10

300X12

8.60

28.30

200x20

9.60

31.40

300X16

11.50

37.70

200X25 12.00 39.20
250X6 3.60 11.80
250X8 4.80 15.70
250X10 6.00 19.60
250X12 7.20 23.60
250X16 9.60 31.40
250X20 12.00 29.20

 

M.S. BEAMS

M.S. CHANNELS

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.
100X50 2.432 7.979 75X40 2.172 7.126
125X70 4.023 13.199 100X50 2.925 9.597

150X75

4.571

14.997

125X65

3.992

13.098

175X85

5.943

19.499

150X75

5.120

16.799

200X100

7.893

24.897

175X75

5.973

19.597

250X125

11.612

38.099

200X75

6.796

22.298

300X140

14.782

48.500

250X80

9.326

30.599

350X140

16.125

52.906

300X90

11.063

36.298

400X140

19.080

62.601

400X100

15.270

50.300

450X150

22.280

73.100

M.S. ANGLES

500X180

26.730

87.700

20X20X3

0.274

0.899

600X210

37.370

122.600

25X25X3

0.335

1.099

25X25X3 0.548 1.798

M.S. ANGLES

M.S. ANGLES

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.
31X31X3 0.390 1.280 75X75X8 2.712 8.898

35X35X5

0.792

2.599

75X75X10

3.352

10.998

37X37X3

0.518

1.700

80X80X6

2.224.

7.297

40X40X3

0.548

1.798

80X80X8

2.925

9.597

40X40X5

0.915

3.002

90X90X6

2.499

8.199

40X40X6

1.066

3.498

90X90X8

3.292

10.801

50X50X5

1.158

3.799

90X90X10

4.084

13.400

50X50X6

1.372

4.502

100X100X6

2.804

9.200

60X60X6

1.645

5.397

100X100X8

3.687

12.097

65X65X6

1.767

5.798

100X100X10

4.545

14.912

65X65X8

2.346

7.697

100X100X12

5.395

17.701

65X65X10

2.864

9.397

100X110X12

5.028

16.497

75X75X6

2.072

6.798

130X130X10

6.004

19.699

 

M.S. ANGLES

M.S. ROUNDS

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.

150X150X10

6.950

22.803

6

0.067

0.220

150X150X12

8.290

27.199

8

0.119

0.390

150X150X16

10.911

35.799

10

0.189

0.620

150X150X20

13.441

44.100

12

0.271

0.890

M.S. / RSJ POLES

16

0.482

1.581

116x100(STD)

7.00

23.00

20

0.753

2.47

116x100(LT)

6.50

21.50

25

1.173

3.849

125x70(ST)

4.00

13.30

32

1.923

6.30S

125x70(MD)

3.50

11.50

36

2.435

7.989

52x152(STD

11.30

37.10

40

3.005

9.859

152x152(LT)

10.40

34.00

45

3.745

12.287

175x85(STD)

6.00

19.60

50

4.696

15.403

53 5.275 17.307

 

M.S. ROUND

M.S. PLATE

Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr. Size In mm Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.

56

5.895

19.341

4

3.000

32.000

60

6.760

22.180

5

3.800

40.000

63

7.458

24.470

6

4.500

48.000

70

10.563

34.657

8

6.000

64.000

80

12 026

39.457

10

7.500

80.000

90

15.220

49.937

12

9.000

96.000

100

18.793

61.660

16

12.000

128.000

110

22.736

74.597

20

15.000

160.000

125

29.362

96.337

25

18.750

200.000

M.S. GATE CHANNEL

M.S. CHEQURED PLATE

Coallapseble
Gate

0.180

0.590

4

3.100

34.000

5 3.900 42.000

41x32

1.456

4.790

6

4.750

50.000

 

M.S. SHEET

M.S. SHEET

Size in Inch

Size in Gauge

Weight In Kgs. Per Feet

Weight In Kgs. Per Mtr.

Size in
Inch

Size in Gauge

Weight In Kgs. Per Feet

Weight In Kgs. Per Mtr.

3.15

10

2.300

24.750

0.63

24

0.461

4.950

2.80

11

2.045

21.980

0.50

26

0.365

3.925

2.50

12

1.826

19.625

0.40

28

0.293

3.140

2.24

13

1.636

17.584

M.S. RAILS

2.00 14 1.461 15.700 Size In Lb/Yd (Pound) Weight In Kgs. Per Feet Weight In Kgs. Per Mtr.
1.80 15 1.314 14.130
1.60 16 1.168 12.560 30 4.535 14.880

1.40

17

1.022

10.990

50

7.560

24.800

1.25

18

0.913

9.850

60

9.070

29.760

1.12

19

0.818

8.792

90

13.600

44.610

1.00

20

0.730

7.850

105

15.880

52.090

0.90 21 0.657 7.065

0.80

22

0.585

6.280

H.Beam Section Designation (With BS41.1993/ASTM A6/BIS-12778 appication spec') Sectional Wt. (in kg./m) Beam Depth (H) in mm Flange Width (W) in mm Web Thk. (tw) in mm Flange Thk. (t.) in mm.
200x100x5.7 ISMB -200 25.4 200 100 5.7 10

203.2x133.2x25.1

UB203

25.1

203.2

1332

5.7

7.8

206.8x133.9x30-0

UB203

30.0

206.8

133.9

. 6.4

9.6

250x125x6.9

ISMB-250

37.3

250

125

6.9

125

251.4x146.1x31.1

UB254

31.1

251.4

146.1

6

8.6

256a146.4x37.0

UB254

37.0

256

146.4

6.3

10.9

259.6x147.3x43.0

UB254

43.0

259.6

147.3

7.2

12.7

300x140x7.7

ISMB-300

46.0

300

140

7.7

13.1

303.4x165x40.3

UB-305

403

303.4

165

6

10.2

306.6x165.7x46.1

UB-305

46.1

306.6

165.7

6.7

11.8

310.4x166.9x54.0

UB-305

54.0

310.4

166.9

7.9

13.7

350x140x8.1

ISMB-35Q

52.4

350

140

8.1

14.2

355x171.5x51

UB356

51

355

171.5

7.4

11.5

 

Fillet Radius
(R)
in mm

Sectional
Area (A)
in cm2

Geo. Moment of
Inertia
1,(cm4) 1,(cm4)

Radius of
Gyration
r, (cm) r,(cm)

Modu us Section
Z,(cm3) Z, (cm3)

   

ly (cm4)

lx(cm4)

ry(cm)

rx (cm)

Zy(cm3)

Zx(cm3

11/5.5

 

137

2120

2.11

8.29

27.4

212

7.6

31.97

307.6

2340

3.1

8.56

46.19

230.3

7.8

38.21

384.7

2896

3.17

8.71

57.45

280

13/6.5

 

335

5130

2.65

10.4

53.5

410

7.6

39.68

447.5

4413

3.36

10.55

61.26

351.1

7.6

47.17

570.6

5537

3.48

10.83

77.96

432.6

7.6

54.77

677.4

6544

3.52

10.93

91.97

504.1

14/7

 

486

8990

2.86

12.4

69.5

599

8.9

51.32

764.4

8503

3.86

12.87

92.65

560.5

8.9

58.75

895.7

9899

3.9

12.98

108.1

645.7

8.9

68.77

1063

11700

3.93

13.04

127.4

753.6

14/7

 

538

13600

2.84

14.3

76.8

779

10.2

64.91

968.3

14140

3.66

14.76

112.9

796.4

.
H.Beam Section

Designation (With BS41.1993/ASTM
A6JBIS.12178 appication spec')

Sectional
Wt.
(in kg/m)

Beam
Depth
(H)
in mm

Flange
Width
(W)
in mm

Web
Thk.
(tw) in
mm

Flange
Thk.
t.) mm

400x140x8.9

ISMB-400

61.5

400

140

8.9

16

402.6x177.7x54.1

UB406

54.1

402.6

177.7

7.7

10.9

406.4x177.9x60.1

UB406

60 1

406.4

177.9

7.9

12.8

409.4x178.8x67.1

UB406

67.1

409.4

178.8

8.8

14.3

412.8x179.5x74.

UB406

74.2

412.8

179.5

9.5

16

450x150x9.4

ISMB450

72.4

450

150

9.4

17.4

447x190x67.2

IPEA / NPB450

67.2

447

190

7.6

13.1

450x190x77.6

IPE / NPB450

77.6

450

190

9,4

14.6

456x192x92.4

IPEA / NPB450

92.4

456

192

11

17.6

500x180x10.2

ISMB-500

860

500

180

10.2

17.2

497x200x79.4

IPEA / NPB500

79.4

497

200

8.4

14.5

500x200x90.7

IPE / NPB500

90.7

500

200

10.2

16

506x202x107

IPEO / NPB500

107

506

202

12

19

600x210x12

ISMB-600

123.0

600

210

12

20.3

602.6x227.6x101.

UB610

101.2

602.6

227.6

10.5

14.8

597x220x108

IPEA / NPB600

108

597

220

9.8

.17.5

607.6x228,2x113 0

UB610

113.0

607.6

228.2

11.1

17.3

600x220x1224

IPE / NPB600

1224

600

220

12

19

612.2x229x125.1

UB610

125.1

612.2

229

11.9

19.6

617.2x230.2x1399

UB610

139.9

617.2

230.2

13.1

22.10

610x224x1540

IPEO / NPB 600

154

610

224

15

24


SECTION PROPERTIES

Fillet Radius
(R)
in mm

Sectiona
Area (A)
in cm2

Geo. Moment of Inertia
1,(cm4) 1,(cm4)

Radius of
Gyration
r,(cm) r,(cm)

Modu us Section
Z,(cm3) Z, (cm3)

14/7

622

20500

2.82

16.2

88.9

1020

10.2

68.95

1021

18720

3.85

16.48

114.9

930

10.2

76.52

1203

21600

3.97

16.8

135.3

1063

10.2

85.54

1365

24330

3.99

16.87

152.7

1189

10.2

94.51

1545

27310

4.04

17

172.2

1323

15/7.5

834

30400

3.01

18.2

111.0

1350

21

85.6

1502

29760

4.19

18,65

158.1

1331

21

98.8

1676

33740

4.12

18.48

176.4

1500

21

118

2085

40920

4.21

18.65

217.2

1795

17/8.5

1370

45200

3.52

20.2

152

1810

21

101

1939

42930

4.38

20.61

193.9

1728

21

116

2142

48200

4.31

20.43

241.2

1928

21

137

2620

57780

4.38

20.56

259.6

2284

20/10

91800

4.12

24.2

252

3060

12.7

128.9

2915

75780

4.75

24.24

256.1

2515

24

137

3116

82920

4.77

24.6

283.3

2778

12.7

143.9

3434

87320

4.88

24.63

301

2874

24

156

3387

92080

4.66

24.3

307.9

3069

12.7

159.3

3932

98610

4.97

24.88

343.4

3221

12.7

178.2

4505

111800

5.03

25.05

391.4

3622

24

197

4521

118300

4.79

24.52

403.6

3879

H.BeamSection

Designation (With BS41.1993/ASTM
A6/BIS-12778
appication spec')

Sectional
Wt.
(in kg/m)

Beam
Depth
(H)
in mm

Flange
Width
(W)
in mm

Web
Thk.
(tw) in
mm

Flange
Thk.
t.) in
mm

Beam -600x300

571x300x129.0

HEAA/WPB 600

129

571

300

12

15.5

590x300x178.0

HEAA/WPB 600

173

590

300

13

25

600x300x212.0

HEB/WPB 600

212

600

300

15.5

30

620x305x285,0

HEM/WPB 600

285

620

305

21

40

Beam 700x300

670x300x150.0

HE M/WPB 700

150

670

300

13

17

690x300x204,0

HE A/WPB 700

204

690

300

14.5

27

700x300x241.0

HE B/WPB 700

241

700

300

17

32

716x304x301.0

HE M/WPB 700

301

716

304

21

40

Channels

SMC 250 x 80

30.6

250

80

7.2

14.1

ISMC 250x82

34.2

250

82

9

14.1

ISMC 300x90

36.3

300

90

7.8

13.6

ISMCx400x100

50.1

400

100

8.8

15.3

 

SECTION PROPERTIES

Fillet Radius
(R)
in mm

Sectional
Area (A)
in cm2

Geo. Moment of
Inertia
1,(cm4) 1,(cm4)

Radius of
Gyration
r,(cm) r,(cm)

Modu us Section
Z,(cm3) Z, (crn3)

 

ly(cm4)

Lx(cm4)

ry(cm)

rx(cm)

Zy(cm3)

Zx(cm3)

27

164.1

6993

91900

6.53

23,66

466.2

3218

27

226.5

11270

141200

7.05

24.97

751.4

4787

27

270

13530

171000

7.08

25.17

902

5701

27

363.7

18980

237400

7.22

25.55

1244

7660

               

27

190.9

7673

142700

6.34

27.34

511.5

4260

27

260.5

12180

215300

6.84

28.75

811.9

6241

27

306.4

14440

256900

6.87

28.96

962.7

7340

27

383

18800

329300

7.01

29.32

1237

9198

               

12

39

211

3880

2.37

9.92

38.5

307

12

43.5

244

4080

2.37

9.68

40.9

326

13

46.5

313

6420

2.6

11.8

47.1

428

15

63.8

508

15200

'2.82

15.4

67

760

H.BeamSection

Designation (With BS41.1993/ASTM
A6/BIS-12778
appication spec')

Sectional
Wt.
(in kg/m)

Beam
Depth
(H)
in mm

Flange
Width
(W)
in mm

Web
Thk.
(tw) in
mm

Flange
Thk.
t.) in
mm

152.4x152.2x23.0

UC-152

23.0

1524

152.2

50

68

157.6x152.9x30.0

UC-152

300

157.6

152.9

6.5

9.4

161.81544x370

UC-152

37.0

161.8

154.4

8

11.5

             

203.2x203.6x46.1

IJC-203

46.1

203.2

203.6

7.2

11

206.2x204.3x52.0

UC-203

52.0

206.2

204.3

7.9

12.5

209.6x205.8x60.0

UC-203

60.0

209.6

205.8

94

14 2

215.8x206.4x71.0 UC-203 71.0 215.8 206.4 10 17.3
222.2x209.1x86.1 UC-203 86.1 222.2 209.1 12.7 205
             

254.1x254.6x73.1

UC-254

73.1

254.1

254.6

8.6

14.2

260.3x256.3x88 9

UC-254

88.9

260.3

256.3

10.3

17.3

266.7x256.8x107.1 UC-254 107.1 266.7 258.8 12.8 20.5
276.3x261.3x132.0 UC-254 132.0 276.3 261.3 15.3 25.3
289.1x265.2x167.1 UC.254 167.1 289.1 265.2 19.2 31.7
             

307.9x305.3x96.9

UC-305

96.9

307.9

305.3

9.9

15.4

314.5x307.4X117.9

UC-305

117.9

314.5

307.4

12

18.7

320.5x309.2x136.9

UC-305

136.9

320.5

309.2

13.8

21.7

327.1x311.2x158.1

UC-305

158.1

327.1

311.2

15.8

25

339.9x314.5x196.1

UC-305

198.1

339.9

314.5

19.1

31.4

352.5x318.4x240.0

UC-305

240.0

352.5

318.4

23

31.7

365.3x322.2x282.9

UC-305

282.9

365.3

322.2

26.8

44.1

 

SECTION PROPERTIES

Fillet Radius
(R)
in mm

Sectional
Area (A)
in cm2

Geo. Moment of
Inertia
1,(cm4) 1,(cm4)

Radius of
Gyration
r,(cm) r,(cm)

Modu us Section
Z,(cm3) Z, (crn3)

ly(cm4)

Lx(cm4)

ry(cm)

rx(cm)

Zy(cm3)

Zx(cm3)

7.6

29.25

399.9

1250

3.7

6.54

52.55

164

7.6

38.26

560.5

1748

3.83

6.76

7331

221 8

7.6

47.11

706.2

2210

3.87

6.85

91.48

273.2

               

10.2

58.73

1548

4568

5.13

8.82

152.1

449.6

10.2

66.28

1776

5259

5.18

8.91

174

510.1

10.2

76.37

2065

6125

5.2

8.96

200.6

584.4

10.2

90.43

2537

7618

5.3

9.18

245.9

706

10,2

109.6

3127

9449

5.34

9.28

299.1

850.5

               

127

93.1

3908

11410

6.48

11.07

307

897.9

127

113.3

4857

14270

6.55

11.22

379

1096

12.7

136.4

5928

17510

6.59

11.33

458.1

1313

12.7

168.1

7531

22530

6.69

11.58

576.4

1631

12.7

212.9

9870

30000

6.81

11.87

744.3

2075

               

15.2

123.4

7308

22250

7.69

13.42

478.7

1445

15.2

150.2

9059

27670

7.77

13.57

589.4

1760

15.2

174.4

10700

32810

7.83

13.72

692.1

2048

15.2

201.4

12570

38750

7.9

13.87

807.8

2369

15.2

252.4

16300

50900

8.04

14.2

1037

2995

15.2

305.8

20310

64200

8.15

14.49

1276

3643

15.2

360.4

24630

78870

8.27

14.79

1529

4318

UNEQUAL ANGLE SIZE

WEIGHT PER MTR.

45X30X4

2.3 kgs

45x30x5

2.8 kgs

75x50x6

5.6 kgs

75x50x8

7.4kgs

90x60x6

6.8 kgs

100x75x6

8.0 kgs

100x75x8

10.5 kgs

100x75x10 13.0 kgs
125x75x8 12.1 kgs
125x75x10 14.8 kgs
150x75x8 13.7 kgs
150x75x10 16.9 kgs
150x90x10 18.5 kgs
150x90x12 21.0 kgs
150x115x10 20.0 kgs
150x115x12 23.8 kgs

EQUAL ANGLE SIZE

200X200X12

36.0 kgs

200x200x16

48.5 kgs

200x200x20

60.0 kgs

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