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Standard Columns and Heavy Weight Beam Sections per. IS 808

Engineering Standard Materials
Structural Shapes Table and Standards

Columns & Heavy Weight Beam Sections - IS 808

Indian Standard Columns and Heavy Weight Beam Sections

SC150* is mainly used for electrification

* These heavier sections in each size are obtained from the same set of rolls as the lighter sections by spreading the rolls. While ordering these sections, mass should be mentioned.

Columns & Heavy Weight Beam Sections - IS 808

Desig.
Depth
of
Section
h
mm
Width of
Section
b
mm
Thickness of
Root
Radius
r1
mm
Toe Radius
r2
Flange
Taper
a
degrees
Depth
between
fillets
d
mm
Second Moment
of Area
Area of
Section
A
cm2
Web
s
mm
Flange
t
mm
Axis x-x
Ix
cm 4
Axis y-y
Iy
cm 4
25.5
ISSC 100
100
100
6
10
12
6
8
52.5
436
136
33.4
ISSC 120
120
120
6.5
11
12
6
8
69.2
842
255
42.4
ISSC 140
140
140
7
12
12
6
8
85.8
1475
438
47.1
ISSC 150*
152
152
7.9
11.9
11.7
3
8
97.7
1927
554
53.4
ISSC 160
160
160
8
13
15
7.5
8
97.2
2424
695
64.4
ISSC 180
180
180
8.5
14
15
7.5
8
113.9
3737
1057
76.8
ISSC 200
200
200
9
15
18
9
8
125.3
5535
1528
89.8
ISSC 220
220
220
9.5
16
18
9
8
141.9
7880
2157
109
ISSC 250
250
250
10
17
23
11.5
8
159.1
12459
3257
34.5
ISHB 150
150
150
5.4
9
8
4
4
112
1456
432
38.4
ISHB 150*
150
150
8.4
9
8
4
4
112.1
1513
435
42.9
ISHB 150*
150
150
11.8
9
8
4
4
112.2
1579
440
47.5
ISHB 200
200
200
6.1
9
9
4.5
4
158.4
3609
967
50.6
ISHB 200*
200
200
7.8
9
9
4.5
4
158.5
3695
972
54.9
ISHB 225
225
225
6.5
9.1
10
5
4
180.5
5280
1354
59.3
ISHB 225*
225
225
8.6
9.1
10
5
4
180.6
5436
1362
65
ISHB 250
250
250
6.9
9.7
10
5
4
203.5
7737
1961
69.3
ISHB 250*
250
250
8.8
9.7
10
5
4
203.5
7932
1971
74.8
ISHB 300
300
250
7.6
10.6
11
5.5
4
249.8
12544
2193
79.9
ISHB 300*
300
250
9.4
10.6
11
5.5
4
249.9
12870
2203
85.9
ISHB 350
350
250
8.3
11.6
12
6
4
296
19162
2451
91.8
ISHB 350*
350
250
10.1
11.6
12
6
4
296
19686
2461
98.7
ISHB 400
400
250
9.1
12.7
14
7
4
340.1
28086
2728
104
ISHB 400*
400
250
10.6
12.7
14
7
4
340.1
28744
2737
111
ISHB 450
450
250
9.8
13.7
15
7.5
4
386.2
39204
2985
117
ISHB 450*
450
250
11.3
13.7
15
7.5
4
386.3
40149
2994
 

 

Desig.
Radius
of Gyration
Elastic Modulus
Plastic Modulus
Buckling
Parameter
u
Torsional
Index
x
Warping
Constant
H
dm6
Torsional
Constant
Inertia
J
cm4
Axis x-x
rx
cm
Axis y-y
ry
cm
Axis x-x
Zx
cm3
Axis y-y
Zy
cm3
Axis x-x
Sx
cm3
Axis y-y
Sy
cm3
ISSC 100
4.14
2.31
87.2
27.2
101
45.2
0.857
7.95
0.00275
10.5
ISSC 120
5.02
2.76
140
42.6
162
70.9
0.86
8.85
0.00757
16.2
ISSC 140
5.9
3.21
211
62.5
241
104
0.863
9.59
0.0179
24.2
ISSC 150*
6.4
3.43
254
72.9
289
122
0.86
10.4
0.0272
27.3
ISSC 160
6.74
3.61
303
86.8
346
146
0.863
9.92
0.0375
37.5
ISSC 180
7.62
4.05
415
117
472
198
0.865
10.5
0.0728
51.9
ISSC 200
8.49
4.46
553
153
628
259
0.867
10.7
0.131
73.3
ISSC 220
9.37
4.9
716
196
810
333
0.868
11.1
0.224
96.5
ISSC 250
10.7
5.47
997
261
1123
449
0.872
11.6
0.442
141
ISHB 150
6.5
3.54
194
57.6
216
92.7
0.863
15
0.0215
9.77
ISHB 150*
6.27
3.36
202
58
229
94.7
0.844
14
0.0216
12.4
ISHB 150*
6.06
3.2
211
58.6
244
97.6
0.827
12.3
0.0219
18
ISHB 200
8.71
4.51
361
96.7
397
159
0.865
19.6
0.0882
14.4
ISHB 200*
8.54
4.38
369
97.2
411
161
0.855
19
0.0886
16.4
ISHB 225
9.8
4.96
469
120
516
200
0.866
21.5
0.158
17.8
ISHB 225*
9.58
4.79
483
121
538
203
0.853
20.5
0.159
21
ISHB 250
10.9
5.49
619
157
679
262
0.867
22.5
0.283
23.8
ISHB 250*
10.7
5.33
635
158
704
265
0.856
21.7
0.285
27.3
ISHB 300
12.9
5.41
836
175
922
292
0.879
25.3
0.459
31.4
ISHB 300*
12.7
5.25
858
176
957
295
0.868
24.4
0.461
36
ISHB 350
14.9
5.34
1095
196
1214
324
0.883
27.6
0.702
41.4
ISHB 350*
14.6
5.18
1125
197
1262
328
0.872
26.6
0.705
47.7
ISHB 400
16.9
5.26
1404
218
1566
361
0.883
29.1
1.02
55.9
ISHB 400*
16.6
5.12
1437
219
1619
364
0.873
28.3
1.03
62.7
ISHB 450
18.8
5.18
1742
239
1955
394
0.88
30.9
1.42
71.1
ISHB 450*
18.5
5.05
1784
240
2022
398
0.871
30
1.42
79.8

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