WPB 900 Range Hbeams

User Manual: WPB-900

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Description
Beams

Sectional
Weight

Total
Depth

Flange
Width

Thickness
of Web

Thickness
of Flange

w
Kg/m

D
mm

B
mm

t
mm

T
mm

INDIAN CHANNELS
ISMC 250 x 80
ISMC 250 x 82
ISMC 300 x 90
ISMC 400 x 100

30.6
34.2
36.3
50.1

250
250
300
400

80
82
90
100

7.2
9
7.8
8.8

14.1
14.1
13.6
15.3

Cyy*

mm
2.3
2.23
2.35
2.42

Area of
section
A
cm2
39
43.5
46.3
63.8

Moment of Inertia
X Axis
Ixx
cm4
3880
4080
6420
15200

Y Axis
Iyy
cm4
211
244
313
508

Sectional Modulus
X Axis
Zxx
cm3
307
326
428
760

Y Axis
Zyy
cm3
38.5
40.9
47.1
67

Radius of
gyration
X Axis
Y Axis
rxx
ryy
cm
cm
9.92
9.68
11.8
15.4

Remarks

2.37
2.37
2.6
2.82

PRODUCT RANGE
Universal Beams & Columns, Channels and Rails
ANNEXURE - A
Sectional
Weight

Total
Depth

Flange
Width

Thickness
of Web

Thickness
of Flange

Root
radius

Area of
section

w
Kg/m

H
mm

B
mm

tw
mm

tf
mm

r
mm

A
cm2

PARALLEL FLANGE BEAMS
UB 203X133X 25
UB 203X133X 30

25.1
30

203.2
206.8

133.2
133.9

5.7
6.4

7.8
9.6

7.6
7.6

31.97
38.21

2340
2896

307.6
384.7

230.3
280

46.2
57.5

8.56
8.71

3.1
3.17

UB 254x146x31
UB 254x146x37
UB 254x146x43

31.1
37
43

251.4
256
259.6

146.1
146.4
147.3

6
6.3
7.2

8.6
10.9
12.7

7.6
7.6
7.6

39.68
47.17
54.77

4413
5537
6544

447.5
570.6
677.4

351.1
432.6
504.1

61.3
78
92

10.55
10.83
10.93

3.36
3.48
3.52

UB 305 x 165 x 40
UB 305 x 165 x 46
UB 305 x 165 x 54

40.3
46.1
54

303.4
306.6
310.4

165
165.7
166.9

6
6.7
7.9

10.2
11.8
13.7

8.9
8.9
8.9

51.32
58.75
68.77

8503
9899
11700

764.4
895.7
1063

560.5
645.7
753.6

92.6
108
127

12.87
12.98
13.04

3.86
3.9
3.93

HEA 320
HEB 320
HEM 320

97.6
127
245

310
320
359

300
300
309

9.0
11.5
21

15.5
20.5
40

27
27
27

124.4
161.3
312

22930
30820
68130

6985
9239
19710

1479
1926
3796

465.7
615.9
1276

13.58
13.82
14.78

7.49
7.57
7.95

UB 356 x 171 x 45
UB 356 x 171 x 51
UB 356 x 171 x 57
UB 356 x 171 x 67

45
51
57
67.1

351.4
355
358
363.4

171.1
171.5
172.2
173.2

7
7.4
8.1
9.1

9.7
11.5
13
15.7

10.2
10.2
10.2
10.2

57.33
64.91
72.56
85.49

12070
14140
16040
19460

811.1
968.3
1108
1362

686.7
796.4
896
1071

94.81
112.9
128.7
157.3

14.51
14.76
14.87
15.09

3.76
3.86
3.91
3.99

UB 406 x 178 x 54
UB 406 x 178 x 60
UB 406 x 178 x 67
UB 406 x 178 x 74

54.1
60.1
67.1
74.2

402.6
406.4
409.4
412.8

177.7
177.9
178.8
179.5

7.7
7.9
8.8
9.5

10.9
12.8
14.3
16

10.2
10.2
10.2
10.2

68.95
76.52
85.54
94.51

18720
21600
24330
27310

1021
1203
1365
1545

930
1063
1189
1323

115
135
153
172

16.48
16.8
16.87
17

3.85
3.97
3.99
4.04

IPEA360
IPE 360
IPEO 360

50.2
57.1
66

357.6
360.0
364.0

170.0
170.0
172.0

6.6
8.0
9.2

11.5
18.0
14.7

18.0
18.0
18.0

64.0
72.7
84.0

14520.0
16270.0
19050.0

944.3
1043
1251

811.8
903.6
1047

111.1
122.8
145.5

15.06
14.95
15.05

3.84
3.79
3.86

IPEA 400/ NPB 400 x 180 x 57.4
IPE 400/ NPB 400 x 180 x 66.3
IPEO 400/ NPB 400 x 180 x 75.7

57.4
66.3
75.7

397
400
404

180
180
182

7
8.6
9.7

12
13.5
15.5

21
21
21

73.1
84.5
96.5

20293
23128
26747

1170.6
1317.8
1564.2

1022.3
1156.4
1324.1

130.1
146.4.
171.9

16.66
16.55
16.66

4.00
3.95
4.03

Description
Beams

*Cyy is centre of gravity along YY Axis
Indian Crane Rail Sections

CR-80

Sectional Weight
(Kg/m)
64.2
As per IS : 3443 -1980, SPECIFICATION FOR CRANE RAIL SECTIONS

CR-100

89
Track Rails

UIC54 (On the anvil/Subject to prior agreement)
UIC60
IRS -52

Sectional Weight
(Kg/m)
54.43
60.34
52

As per UIC-860-O
As per IRS -T-12-96

Delivery Conditions for Beams/ Columns/ Channels and Rails
Length :

Dimensional norms :
(for prime & short-length
material only)
Surface Condition :
Packing :
Marking :
Minimum Order Qty. :

Invoicing :

For Structurals
For prime
For non-prime
For short length
For UB/UC sections
For IPE/NPB sections
For prime
For non-prime / short length
Bare, Loose and / or in bundles of max 5 MT each

10 - 13 meter (-0/+100mm)
10 - 13 meter (-0/+100mm)
As per lot information
As per BS4-1:1993
As per IS:12778/ equivalance with EN-19-57
As per IS:12778/ equivalance with EN-53-62
Blue or with slight atmospheric rust
Superficial rust to slight rusted material to be acceptable

For prime
Size length / grade / Heat No., order No., Desired shipping marks
For non-prime / short length
As per mutual agreement
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)
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
For domestic sales : On actual weight basis or as per mutual agreement
For exports : On theoretical weight basis on nominal size & length

For Rails
13 meter Length, tolerance as norm

As per UIC/ EN/ IRS as applicable

Bare, Loose and / or in bundles of max
5 MT each
As per norms
As per mutual agreement

For domestic sales : On actual weight basis
For exports : On theoretical weight basis

Moment of
Inertia
X Axis
Y Axis
Ixx
Iyy
cm4
cm4

Sectional
Modulus
X Axis
Y Axis
Zxx
Zyy
cm3
cm3

Radius of
gyration
X Axis
Y Axis
rxx
ryy
cm
cm

Remarks

tf

tw

Sectional
Weight

Total
Depth

Flange
Width

Thickness
of Web

Thickness
of Flange

Root
radius

Area of
section

w
Kg/m

H
mm

B
mm

tw
mm

tf
mm

r
mm

A
cm2

UB 457 x 191 x 67
UB 457 x 191 x 74
UB 457 x 191 x 82
UB 457 x 191 x 89
UB 457 x 191 x 98

67.1
74.3
82
89.3
98.3

453.4
457
460
463.4
467.2

189.9
190.4
191.3
191.9
192.8

8.5
9
9.9
10.5
11.4

12.7
14.5
16
17.7
19.6

10.2
10.2
10.2
10.2
10.2

85.51
94.63
104.5
113.8
125.3

29380
33320
37050
41020
45730

1452
1671
1871
2089
2347

1296
1458
1611
1770
1957

152.9
175.5
195.6
217.8
243.5

18.54
18.76
18.83
18.99
19.11

IPEA 450/ NPB 450 x 190 x 67.2
IPE 450/ NPB 450 x 190 x 77.6
IPEO 450/ NPB 450 x 190 x 92.4

67.2
77.6
92.4

447
450
456

190
190
192

7.6
9.4
11

13.1
14.6
17.6

21
21
21

85.5
98.8
117.7

29759
33743
40923

1502.4
1675.9
2085.4

1331.5
1499.7
1794.9

158.1
176.4
217.2

IPEA 500/NPB 500 x 200 x 79.4
IPE 500/NPB 500 x 200 x 90.7
IPEO 500/NPB 500 x 200 x 107.3

79.4
90.7
107.3

497
500
506

200
200
202

8.4
10.2
12

14.5
16
19

21
21
21

101.3
115.5
136.7

42933
48199
57777

1939.2
2141.7
2621.7

1727.7
1927.9
2283.7

UB 533 x 210 x 82
UB 533 x 210 x 92
UB 533 x 210 x 101
UB 533 x 210 x 109
UB 533 x 210 x 122

82.2
92.1
101
109
122

528.3
533.1
536.7
539.5
544.5

208.8
209.3
210
210.8
211.9

9.6
10.1
10.8
11.6
12.7

13.2
15.6
17.4
18.8
21.3

12.7
12.7
12.7
12.7
12.7

104.7
117.4
128.7
138.9
155.4

47540
55230
61520
66820
76040

2007
2389
2692
2943
3388

UB 610 x 229 x 101
UB 610 x 229 x 113
UB 610 x 229 x 125.1
UB 610 x 229 x 139.9

101.2
113.0
125.1
139.9

602.6
607.6
612.2
617.2

227.6
228.2
229
230.2

10.5
11.1
11.9
13.1

14.8
17.3
19.6
22.1

12.7
12.7
12.7
12.7

128.9
143.9
159.3
178.2

75780
87320
98610
111800

IPEA 600/ NPB 600 x 220 x 107.6
IPE 600/ NPB 600 x 220 x 122.4
IPEO 600/ NPB 600 x 220 x 154.5

107.6
122.4
154.4

597
600
610

220
220
224

9.8
12
15

17.5
19
24

24
24
24

137
156
196.8

HEAA 600/ WPB 600 x 300 x 128.8
HEA 600/ WPB 600 x 300 x 177.8
HEB 600/ WPB 600 x 300 x 211.9
HEM 600/ WPB 600 x 300 x 285

128.8
177.8
211.9
285

571
590
600
620

300
300
300
305

12
13
15.5
21

15.5
25
30
40

27
27
27
27

HEAA 700/ WPB 700 x 300 x 149.9
HEA 700/ WPB 700 x 300 x 204.5
HEB 700/ WPB 700 x 300 x 240.5
HEM 700/ WPB 700 x 300 x 300.7

149.9
204.5
240.5
300.7

670
690
700
716

300
300
300
304

13
14.5
17
21

17
27
32
40

27
27
27
27

Description
Beams

Moment of Inertia
X Axis
Y Axis
Ixx
Iyy
cm4
cm4

Sectional Modulus
X Axis
Y Axis
Zxx
Zyy
cm3
cm3

Radius of gyration
X Axis
Y Axis
rxx
ryy
cm
cm

Total
Depth

Flange
Width

Thickness
of Web

Thickness
of Flange

Root
radius

Area of
section

w
Kg/m
PARALLEL FLANGE BEAMS / CONTD-

H
mm

B
mm

tw
mm

tf
mm

r
mm

A
cm2

X Axis
Ixx
cm4

Y Axis
Iyy
cm4

X Axis
Zxx
cm3

Y Axis
Zyy
cm3

Radius of
gyration
X Axis
Y Axis
rxx
ryy
cm
cm

4.12
4.2
4.23
4.29
4.33

HEAA 800/ WPB 800 x 300 x 172
HEA 800/ WPB 800 x 300 x 224
HEB 800/ WPB 800 x 300 x 262
HEM 800/ WPB 800 x 300 x 317

172
224
262
317

770
790
800
814

300
300
300
303

14
15
17.5
21

18
28
33
40

30
30
30
30

218.5
285.8
334.2
404.3

208900
303400
359100
442600

8134
12640
14900
18630

5426
7682
8977
10870

542.2
842.6
993.6
1230

30.92
32.58
32.78
33.09

6.1
6.65
6.68
6.79

18.65
18.48
18.65

4.19
4.12
4.21

HEAA 900/ WPB 900 x 300 x 198
HEA 900/ WPB 900 x 300 x 252
HEB 900/ WPB 900 x 300 x 291
HEM 900/ WPB 900 x 300 x 333

198
252
291
333

870
890
900
910

300
300
300
302

15
16
18.5
27

20
30
35
40

30
30
30
30

252.2
320.5
371.3
423.6

301100
422100
494100
570400

9041
13550
15820
18450

6923
9485
10980
12540

602.8
903.2
1054
1222

34.55
36.29
36.48
36.7

5.99
6.5
6.53
6.6

193.9
241.2
259.5

20.61
20.43
20.56

4.38
4.31
4.38

PARALLEL FLANGE COLUMNS
UC 152x152x23
UC 152x152x30
UC 152x152x37

23
30
37

152.4
157.6
161.8

152.2
152.9
154.4

5.8
6.5
8

6.8
9.4
11.5

7.6
7.6
7.6

29.25
38.26
47.11

1250
1748
2210

399.9
560.5
706.2

164
221.8
273.2

52.55
73.31
91.48

6.54
6.76
6.85

3.7
3.83
3.87

1800
2072
2292
2477
2793

192.3
228.3
256.4
279.2
319.7

21.31
21.69
21.87
21.94
22.12

4.38
4.51
4.57
4.6
4.67

UC 203 x 203 X 46
UC 203 x 203 X 52
UC 203 x 203 X 60
UC 203 x 203 X 71
UC 203 x 203 X 86

46.1
52
60
71
86.1

203.2
206.2
209.6
215.8
222.2

203.6
204.3
205.8
206.4
209.1

7.2
7.9
9.4
10
12.7

11
12.5
14.2
17.3
20.5

10.2
10.2
10.2
10.2
10.2

58.73
66.28
76.27
90.43
109.6

4568
5259
6125
7618
9449

1548
1778
2065
2537
3127

449.6
510.1
584.4
706
850.5

152.1
174
200.6
245.9
299.1

8.82
8.91
8.96
9.18
9.28

5.13
5.18
5.2
5.3
5.34

2915
3434
3932
4505

2515
2874
3221
3622

256
301
343
391

24.24
24.63
24.88
25.05

4.75
4.88
4.97
5.03

UC 254 X 254 X 73
UC 254 X 254 X 89
UC 254 X 254 X 107
UC 254 X 254 X 132
UC 254 X 254 X 167

73.1
88.9
107.1
132
167.1

254.1
260.3
266.7
276.3
289.1

254.6
256.3
258.8
261.3
265.2

8.6
10.3
12.8
15.3
19.2

14.2
17.3
20.5
25.3
31.7

12.7
12.7
12.7
12.7
12.7

93.1
113.3
136.4
138.1
212.9

11420
14270
17510
22530
30000

3908
4857
5928
7531
9870

897.9
1096
1313
1631
2075

307
379
458.1
576.4
744.3

11.07
11.22
11.33
11.58
11.87

6.48
6.55
6.59
6.69
6.81

82919
92083
118302

3116.3
3387.3
4520.8

2777.8
3069.4
3678.8

283.3
307.9
403.6

24.6
24.3
24.52

4.77
4.66
4.79

164.1
226.5
270
363.7

91872
141208
171041
237447

6993.4
11271.3
13530.2
18975.5

3217.9
4786.7
5701.4
7659.6

466.2
751.4
902
1244.3

23.66
24.97
25.17
25.65

6.53
7.05
7.08
7.22

UC 305 x 305 x 97
UC 305 x 305 x 118
UC 305 x 305 x 137
UC 305 x 305 x 158
UC 305 x 305 x 198
UC 305 x 305 x 240
UC 305 x 305 x 283

96.9
117.9
136.9
158.1
198.1
240
282.9

307.9
314.5
320.5
327.1
339.9
352.5
365.3

305.3
307.4
309.2
311.2
314.5
318.4
322.2

9.9
12
13.8
15.8
19.1
23
26.8

15.4
18.7
21.7
25
31.4
37.7
44.1

15.2
15.2
15.2
15.2
15.2
15.2
15.2

123.4
150.2
174.4
203.4
252.4
305.8
360.4

22250
27670
32810
38750
50900
64200
78870

7308
9059
10700
12570
16300
20310
24630

1445
1760
2048
2369
2995
3643
4318

478.7
589.4
692.2
807.8
1037
1276
1529

13.42
13.57
13.72
13.87
14.2
14.49
14.79

7.69
7.77
7.83
7.9
8.04
8.15
8.27

190.9
260.5
306.4
383

142721
215301
256888
329278

7673.1
12178.8
14440.8
18797.4

4260.3
6240.6
7339.7
9197.7

511.5
811.9
952.7
1236.7

27.34
28.75
28.96
29.32

6.34
6.65
6.68
7.01

UC 356 x 368 x 129
UC 356 x 368 x 153
UC 356 x 368 x 177
UC 356 x 368 x 202

129
152.9
177
201.9

355.6
362
368.2
374.6

368.6
370.5
372.6
374.7

10.4
12.3
14.4
16.5

17.5
20.7
23.8
27

15.2
15.2
15.2
15.2

164.3
194.8
225.5
257.2

40250
48590
57120
66260

14610
17550
20530
23690

2264
2684
310.3
3538

792.8
947.5
1102
1264

15.65
15.79
15.91
16.05

9.43
9.49
9.54
9.6

PARALLEL FLANGE BEAMS / CONTD-

Remarks

Description
Beams

UB - British Universal Beams
UC - British Univeral Columns

Sectional
Weight

Moment of Inertia

Sectional Modulus

NPB - Narrow Parallel Flange Beams as per IS Code 12778 -2004 (Equivalent to IPE - European Narrow flange Parallel beams)
WPB - Wide Parallel Flange Beams as per IS Code 12778 - 2004 (Equivalent to HE - European Wide Flange Beams)

Remarks

Equivalent to WPB 150 x 150 x 23
Equivalent to WPB 150 x 150 x 30
Equivalent to WPB 150 x 150 x 37

tf

tw

Sectional
Weight

Total
Depth

Flange
Width

Thickness
of Web

Thickness
of Flange

Root
radius

Area of
section

w
Kg/m

H
mm

B
mm

tw
mm

tf
mm

r
mm

A
cm2

UB 457 x 191 x 67
UB 457 x 191 x 74
UB 457 x 191 x 82
UB 457 x 191 x 89
UB 457 x 191 x 98

67.1
74.3
82
89.3
98.3

453.4
457
460
463.4
467.2

189.9
190.4
191.3
191.9
192.8

8.5
9
9.9
10.5
11.4

12.7
14.5
16
17.7
19.6

10.2
10.2
10.2
10.2
10.2

85.51
94.63
104.5
113.8
125.3

29380
33320
37050
41020
45730

1452
1671
1871
2089
2347

1296
1458
1611
1770
1957

152.9
175.5
195.6
217.8
243.5

18.54
18.76
18.83
18.99
19.11

IPEA 450/ NPB 450 x 190 x 67.2
IPE 450/ NPB 450 x 190 x 77.6
IPEO 450/ NPB 450 x 190 x 92.4

67.2
77.6
92.4

447
450
456

190
190
192

7.6
9.4
11

13.1
14.6
17.6

21
21
21

85.5
98.8
117.7

29759
33743
40923

1502.4
1675.9
2085.4

1331.5
1499.7
1794.9

158.1
176.4
217.2

IPEA 500/NPB 500 x 200 x 79.4
IPE 500/NPB 500 x 200 x 90.7
IPEO 500/NPB 500 x 200 x 107.3

79.4
90.7
107.3

497
500
506

200
200
202

8.4
10.2
12

14.5
16
19

21
21
21

101.3
115.5
136.7

42933
48199
57777

1939.2
2141.7
2621.7

1727.7
1927.9
2283.7

UB 533 x 210 x 82
UB 533 x 210 x 92
UB 533 x 210 x 101
UB 533 x 210 x 109
UB 533 x 210 x 122

82.2
92.1
101
109
122

528.3
533.1
536.7
539.5
544.5

208.8
209.3
210
210.8
211.9

9.6
10.1
10.8
11.6
12.7

13.2
15.6
17.4
18.8
21.3

12.7
12.7
12.7
12.7
12.7

104.7
117.4
128.7
138.9
155.4

47540
55230
61520
66820
76040

2007
2389
2692
2943
3388

UB 610 x 229 x 101
UB 610 x 229 x 113
UB 610 x 229 x 125.1
UB 610 x 229 x 139.9

101.2
113.0
125.1
139.9

602.6
607.6
612.2
617.2

227.6
228.2
229
230.2

10.5
11.1
11.9
13.1

14.8
17.3
19.6
22.1

12.7
12.7
12.7
12.7

128.9
143.9
159.3
178.2

75780
87320
98610
111800

IPEA 600/ NPB 600 x 220 x 107.6
IPE 600/ NPB 600 x 220 x 122.4
IPEO 600/ NPB 600 x 220 x 154.5

107.6
122.4
154.4

597
600
610

220
220
224

9.8
12
15

17.5
19
24

24
24
24

137
156
196.8

HEAA 600/ WPB 600 x 300 x 128.8
HEA 600/ WPB 600 x 300 x 177.8
HEB 600/ WPB 600 x 300 x 211.9
HEM 600/ WPB 600 x 300 x 285

128.8
177.8
211.9
285

571
590
600
620

300
300
300
305

12
13
15.5
21

15.5
25
30
40

27
27
27
27

HEAA 700/ WPB 700 x 300 x 149.9
HEA 700/ WPB 700 x 300 x 204.5
HEB 700/ WPB 700 x 300 x 240.5
HEM 700/ WPB 700 x 300 x 300.7

149.9
204.5
240.5
300.7

670
690
700
716

300
300
300
304

13
14.5
17
21

17
27
32
40

27
27
27
27

Description
Beams

Moment of Inertia
X Axis
Y Axis
Ixx
Iyy
cm4
cm4

Sectional Modulus
X Axis
Y Axis
Zxx
Zyy
cm3
cm3

Radius of gyration
X Axis
Y Axis
rxx
ryy
cm
cm

Total
Depth

Flange
Width

Thickness
of Web

Thickness
of Flange

Root
radius

Area of
section

w
Kg/m
PARALLEL FLANGE BEAMS / CONTD-

H
mm

B
mm

tw
mm

tf
mm

r
mm

A
cm2

X Axis
Ixx
cm4

Y Axis
Iyy
cm4

X Axis
Zxx
cm3

Y Axis
Zyy
cm3

Radius of
gyration
X Axis
Y Axis
rxx
ryy
cm
cm

4.12
4.2
4.23
4.29
4.33

HEAA 800/ WPB 800 x 300 x 172
HEA 800/ WPB 800 x 300 x 224
HEB 800/ WPB 800 x 300 x 262
HEM 800/ WPB 800 x 300 x 317

172
224
262
317

770
790
800
814

300
300
300
303

14
15
17.5
21

18
28
33
40

30
30
30
30

218.5
285.8
334.2
404.3

208900
303400
359100
442600

8134
12640
14900
18630

5426
7682
8977
10870

542.2
842.6
993.6
1230

30.92
32.58
32.78
33.09

6.1
6.65
6.68
6.79

18.65
18.48
18.65

4.19
4.12
4.21

HEAA 900/ WPB 900 x 300 x 198
HEA 900/ WPB 900 x 300 x 252
HEB 900/ WPB 900 x 300 x 291
HEM 900/ WPB 900 x 300 x 333

198
252
291
333

870
890
900
910

300
300
300
302

15
16
18.5
27

20
30
35
40

30
30
30
30

252.2
320.5
371.3
423.6

301100
422100
494100
570400

9041
13550
15820
18450

6923
9485
10980
12540

602.8
903.2
1054
1222

34.55
36.29
36.48
36.7

5.99
6.5
6.53
6.6

193.9
241.2
259.5

20.61
20.43
20.56

4.38
4.31
4.38

PARALLEL FLANGE COLUMNS
UC 152x152x23
UC 152x152x30
UC 152x152x37

23
30
37

152.4
157.6
161.8

152.2
152.9
154.4

5.8
6.5
8

6.8
9.4
11.5

7.6
7.6
7.6

29.25
38.26
47.11

1250
1748
2210

399.9
560.5
706.2

164
221.8
273.2

52.55
73.31
91.48

6.54
6.76
6.85

3.7
3.83
3.87

1800
2072
2292
2477
2793

192.3
228.3
256.4
279.2
319.7

21.31
21.69
21.87
21.94
22.12

4.38
4.51
4.57
4.6
4.67

UC 203 x 203 X 46
UC 203 x 203 X 52
UC 203 x 203 X 60
UC 203 x 203 X 71
UC 203 x 203 X 86

46.1
52
60
71
86.1

203.2
206.2
209.6
215.8
222.2

203.6
204.3
205.8
206.4
209.1

7.2
7.9
9.4
10
12.7

11
12.5
14.2
17.3
20.5

10.2
10.2
10.2
10.2
10.2

58.73
66.28
76.27
90.43
109.6

4568
5259
6125
7618
9449

1548
1778
2065
2537
3127

449.6
510.1
584.4
706
850.5

152.1
174
200.6
245.9
299.1

8.82
8.91
8.96
9.18
9.28

5.13
5.18
5.2
5.3
5.34

2915
3434
3932
4505

2515
2874
3221
3622

256
301
343
391

24.24
24.63
24.88
25.05

4.75
4.88
4.97
5.03

UC 254 X 254 X 73
UC 254 X 254 X 89
UC 254 X 254 X 107
UC 254 X 254 X 132
UC 254 X 254 X 167

73.1
88.9
107.1
132
167.1

254.1
260.3
266.7
276.3
289.1

254.6
256.3
258.8
261.3
265.2

8.6
10.3
12.8
15.3
19.2

14.2
17.3
20.5
25.3
31.7

12.7
12.7
12.7
12.7
12.7

93.1
113.3
136.4
138.1
212.9

11420
14270
17510
22530
30000

3908
4857
5928
7531
9870

897.9
1096
1313
1631
2075

307
379
458.1
576.4
744.3

11.07
11.22
11.33
11.58
11.87

6.48
6.55
6.59
6.69
6.81

82919
92083
118302

3116.3
3387.3
4520.8

2777.8
3069.4
3678.8

283.3
307.9
403.6

24.6
24.3
24.52

4.77
4.66
4.79

164.1
226.5
270
363.7

91872
141208
171041
237447

6993.4
11271.3
13530.2
18975.5

3217.9
4786.7
5701.4
7659.6

466.2
751.4
902
1244.3

23.66
24.97
25.17
25.65

6.53
7.05
7.08
7.22

UC 305 x 305 x 97
UC 305 x 305 x 118
UC 305 x 305 x 137
UC 305 x 305 x 158
UC 305 x 305 x 198
UC 305 x 305 x 240
UC 305 x 305 x 283

96.9
117.9
136.9
158.1
198.1
240
282.9

307.9
314.5
320.5
327.1
339.9
352.5
365.3

305.3
307.4
309.2
311.2
314.5
318.4
322.2

9.9
12
13.8
15.8
19.1
23
26.8

15.4
18.7
21.7
25
31.4
37.7
44.1

15.2
15.2
15.2
15.2
15.2
15.2
15.2

123.4
150.2
174.4
203.4
252.4
305.8
360.4

22250
27670
32810
38750
50900
64200
78870

7308
9059
10700
12570
16300
20310
24630

1445
1760
2048
2369
2995
3643
4318

478.7
589.4
692.2
807.8
1037
1276
1529

13.42
13.57
13.72
13.87
14.2
14.49
14.79

7.69
7.77
7.83
7.9
8.04
8.15
8.27

190.9
260.5
306.4
383

142721
215301
256888
329278

7673.1
12178.8
14440.8
18797.4

4260.3
6240.6
7339.7
9197.7

511.5
811.9
952.7
1236.7

27.34
28.75
28.96
29.32

6.34
6.65
6.68
7.01

UC 356 x 368 x 129
UC 356 x 368 x 153
UC 356 x 368 x 177
UC 356 x 368 x 202

129
152.9
177
201.9

355.6
362
368.2
374.6

368.6
370.5
372.6
374.7

10.4
12.3
14.4
16.5

17.5
20.7
23.8
27

15.2
15.2
15.2
15.2

164.3
194.8
225.5
257.2

40250
48590
57120
66260

14610
17550
20530
23690

2264
2684
310.3
3538

792.8
947.5
1102
1264

15.65
15.79
15.91
16.05

9.43
9.49
9.54
9.6

PARALLEL FLANGE BEAMS / CONTD-

Remarks

Description
Beams

UB - British Universal Beams
UC - British Univeral Columns

Sectional
Weight

Moment of Inertia

Sectional Modulus

NPB - Narrow Parallel Flange Beams as per IS Code 12778 -2004 (Equivalent to IPE - European Narrow flange Parallel beams)
WPB - Wide Parallel Flange Beams as per IS Code 12778 - 2004 (Equivalent to HE - European Wide Flange Beams)

Remarks

Equivalent to WPB 150 x 150 x 23
Equivalent to WPB 150 x 150 x 30
Equivalent to WPB 150 x 150 x 37

tf

tw

Description
Beams

Sectional
Weight

Total
Depth

Flange
Width

Thickness
of Web

Thickness
of Flange

w
Kg/m

D
mm

B
mm

t
mm

T
mm

INDIAN CHANNELS
ISMC 250 x 80
ISMC 250 x 82
ISMC 300 x 90
ISMC 400 x 100

30.6
34.2
36.3
50.1

250
250
300
400

80
82
90
100

7.2
9
7.8
8.8

14.1
14.1
13.6
15.3

Cyy*

mm
2.3
2.23
2.35
2.42

Area of
section
A
cm2
39
43.5
46.3
63.8

Moment of Inertia
X Axis
Ixx
cm4
3880
4080
6420
15200

Y Axis
Iyy
cm4
211
244
313
508

Sectional Modulus
X Axis
Zxx
cm3
307
326
428
760

Y Axis
Zyy
cm3
38.5
40.9
47.1
67

Radius of
gyration
X Axis
Y Axis
rxx
ryy
cm
cm
9.92
9.68
11.8
15.4

Remarks

2.37
2.37
2.6
2.82

PRODUCT RANGE
Universal Beams & Columns, Channels and Rails
ANNEXURE - A
Sectional
Weight

Total
Depth

Flange
Width

Thickness
of Web

Thickness
of Flange

Root
radius

Area of
section

w
Kg/m

H
mm

B
mm

tw
mm

tf
mm

r
mm

A
cm2

PARALLEL FLANGE BEAMS
UB 203X133X 25
UB 203X133X 30

25.1
30

203.2
206.8

133.2
133.9

5.7
6.4

7.8
9.6

7.6
7.6

31.97
38.21

2340
2896

307.6
384.7

230.3
280

46.2
57.5

8.56
8.71

3.1
3.17

UB 254x146x31
UB 254x146x37
UB 254x146x43

31.1
37
43

251.4
256
259.6

146.1
146.4
147.3

6
6.3
7.2

8.6
10.9
12.7

7.6
7.6
7.6

39.68
47.17
54.77

4413
5537
6544

447.5
570.6
677.4

351.1
432.6
504.1

61.3
78
92

10.55
10.83
10.93

3.36
3.48
3.52

UB 305 x 165 x 40
UB 305 x 165 x 46
UB 305 x 165 x 54

40.3
46.1
54

303.4
306.6
310.4

165
165.7
166.9

6
6.7
7.9

10.2
11.8
13.7

8.9
8.9
8.9

51.32
58.75
68.77

8503
9899
11700

764.4
895.7
1063

560.5
645.7
753.6

92.6
108
127

12.87
12.98
13.04

3.86
3.9
3.93

HEA 320
HEB 320
HEM 320

97.6
127
245

310
320
359

300
300
309

9.0
11.5
21

15.5
20.5
40

27
27
27

124.4
161.3
312

22930
30820
68130

6985
9239
19710

1479
1926
3796

465.7
615.9
1276

13.58
13.82
14.78

7.49
7.57
7.95

UB 356 x 171 x 45
UB 356 x 171 x 51
UB 356 x 171 x 57
UB 356 x 171 x 67

45
51
57
67.1

351.4
355
358
363.4

171.1
171.5
172.2
173.2

7
7.4
8.1
9.1

9.7
11.5
13
15.7

10.2
10.2
10.2
10.2

57.33
64.91
72.56
85.49

12070
14140
16040
19460

811.1
968.3
1108
1362

686.7
796.4
896
1071

94.81
112.9
128.7
157.3

14.51
14.76
14.87
15.09

3.76
3.86
3.91
3.99

UB 406 x 178 x 54
UB 406 x 178 x 60
UB 406 x 178 x 67
UB 406 x 178 x 74

54.1
60.1
67.1
74.2

402.6
406.4
409.4
412.8

177.7
177.9
178.8
179.5

7.7
7.9
8.8
9.5

10.9
12.8
14.3
16

10.2
10.2
10.2
10.2

68.95
76.52
85.54
94.51

18720
21600
24330
27310

1021
1203
1365
1545

930
1063
1189
1323

115
135
153
172

16.48
16.8
16.87
17

3.85
3.97
3.99
4.04

IPEA360
IPE 360
IPEO 360

50.2
57.1
66

357.6
360.0
364.0

170.0
170.0
172.0

6.6
8.0
9.2

11.5
18.0
14.7

18.0
18.0
18.0

64.0
72.7
84.0

14520.0
16270.0
19050.0

944.3
1043
1251

811.8
903.6
1047

111.1
122.8
145.5

15.06
14.95
15.05

3.84
3.79
3.86

IPEA 400/ NPB 400 x 180 x 57.4
IPE 400/ NPB 400 x 180 x 66.3
IPEO 400/ NPB 400 x 180 x 75.7

57.4
66.3
75.7

397
400
404

180
180
182

7
8.6
9.7

12
13.5
15.5

21
21
21

73.1
84.5
96.5

20293
23128
26747

1170.6
1317.8
1564.2

1022.3
1156.4
1324.1

130.1
146.4.
171.9

16.66
16.55
16.66

4.00
3.95
4.03

Description
Beams

*Cyy is centre of gravity along YY Axis
Indian Crane Rail Sections

CR-80

Sectional Weight
(Kg/m)
64.2
As per IS : 3443 -1980, SPECIFICATION FOR CRANE RAIL SECTIONS

CR-100

89
Track Rails

UIC54 (On the anvil/Subject to prior agreement)
UIC60
IRS -52

Sectional Weight
(Kg/m)
54.43
60.34
52

As per UIC-860-O
As per IRS -T-12-96

Delivery Conditions for Beams/ Columns/ Channels and Rails
Length :

Dimensional norms :
(for prime & short-length
material only)
Surface Condition :
Packing :
Marking :
Minimum Order Qty. :

Invoicing :

For Structurals
For prime
For non-prime
For short length
For UB/UC sections
For IPE/NPB sections
For prime
For non-prime / short length
Bare, Loose and / or in bundles of max 5 MT each

10 - 13 meter (-0/+100mm)
10 - 13 meter (-0/+100mm)
As per lot information
As per BS4-1:1993
As per IS:12778/ equivalance with EN-19-57
As per IS:12778/ equivalance with EN-53-62
Blue or with slight atmospheric rust
Superficial rust to slight rusted material to be acceptable

For prime
Size length / grade / Heat No., order No., Desired shipping marks
For non-prime / short length
As per mutual agreement
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)
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
For domestic sales : On actual weight basis or as per mutual agreement
For exports : On theoretical weight basis on nominal size & length

For Rails
13 meter Length, tolerance as norm

As per UIC/ EN/ IRS as applicable

Bare, Loose and / or in bundles of max
5 MT each
As per norms
As per mutual agreement

For domestic sales : On actual weight basis
For exports : On theoretical weight basis

Moment of
Inertia
X Axis
Y Axis
Ixx
Iyy
cm4
cm4

Sectional
Modulus
X Axis
Y Axis
Zxx
Zyy
cm3
cm3

Radius of
gyration
X Axis
Y Axis
rxx
ryy
cm
cm

Remarks

tf

tw
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