T-Beam
Product Specifications

Y
B
X

X
t2

y

r
H

t1

Y

Metric Size

Sectional Index

Standard Sectional Dimension
Thickness
Depth of Width of
Web
Flange
Section
Section
H

B

t1

t2

Informative Reference
Corner
Radius
r

Sectional
Unit Weight Center of
Area
Gravity
A

y
2

mm

mm

mm

mm

mm

mm

cm

T 50 x 100
T 62.5 x 125
T 75 x 75
T 75 x 150
T 100 x 100
T 99 x 100
T 87.5 x 175
T 100 x 200
T 125 x 125
T 124 x 124
T 125 x 250
T 150 x 150
T 149 x 149
T 150 x 300
T 175 x 175
T 173 x 174
T 175 x 350
T 200 x 200
T 198 x 199
T 200 x 400
T 225 x 200
T 250 x 200
T 300 x 200
T 294 x 300
T 350 x 300
T 400 x 300

50
62.5
75
75
100
99
87.5
100
125
124
125
150
149
150
175
173
175
200
198
200
225
250
300
294
350
400

100
125
75
150
100
100
175
200
125
124
250
150
149
300
175
174
350
200
199
400
200
200
200
300
300
300

6
6.5
5
7
5.5
4.5
7.5
8
6
5
9
6.5
5.5
10
7
6
12
8
7
13
9
10
11
12
13
14

8
9
7
10
8
7
11
12
9
8
14
9
8
15
11
9
19
13
11
21
14
16
17
20
24
26

10
10
8
11
11
11
12
13
12
12
16
13
13
18
14
14
20
16
16
22
18
20
22
28
28
28

10.95
15.16
8.93
20.07
13.58
11.59
25.61
31.77
18.83
16.34
46.09
23.39
20.4
59.9
31.57
26.34
86.95
42.06
36.08
109.35
48.38
57.1
67.2
96.25
117.75
133.7

Note :
- Material Specification refer to Wide Flange Shape.
- Tolerance H = + 2mm.

Geometrical Moment Radius of Gyration of
of Inertia
Area
IX

IY
4

kg/m

mm

cm

8.6
11.9
7
15.75
10.65
9.1
20.1
24.95
14.8
12.85
36.2
18.35
16
47
24.8
20.7
68.85
33
28.3
86
38
44.8
53
75.5
92.5
105

40
50.6
57
61.3
71.7
78.1
72
82.7
97.2
97.7
104.2
115.9
116.4
125.3
137.5
136
146.4
157.7
156.3
167.9
173.5
190.5
221.6
233.2
274.5
308.3

16
35
42
66
114
94
114
184
248
207
411
463
393
796
814
678
1515
1395
1193
2470
2155
3210
5786
6695
12015
18787

cm

iX
4

67
147
25
282
67
58
492
801
147
127
1825
254
221
3378
492
396
6794
868
723
11207
936
1071
1139
4509
5412
5866

iY

Modulus of Section
ZX

ZY
3

cm

cm

cm

1.2
1.51
2.18
1.81
2.9
2.84
2.11
2.41
3.63
3.56
2.98
4.45
4.39
3.64
5.08
5.07
4.17
5.76
5.75
4.75
6.67
7.5
9.29
8.34
10.1
11.85

2.47
3.11
1.67
3.75
2.22
2.25
4.38
5.02
2.79
2.79
6.29
3.29
3.29
7.51
3.95
3.88
8.84
4.54
4.48
10.12
4.4
4.33
4.12
6.84
6.78
6.62

4
6.9
7.4
10.8
14.8
12
15.8
22.2
25.5
21.2
39.4
39.9
33.7
63.5
59.2
49.9
103.5
88.5
76.3
147.1
124.2
168.5
261.9
295.3
447.3
609.5

cm3
13.4
23.5
6.6
37.6
13.4
11.7
56.2
80.1
23.5
20.5
146
33.8
29.6
225.2
56.3
45.5
388.2
86.8
72.7
560.4
93.6
107.1
113.9
300.6
360.8
391.1

Gg downstream of_wfhb_tbeam

  • 1.
    T-Beam Product Specifications Y B X X t2 y r H t1 Y Metric Size SectionalIndex Standard Sectional Dimension Thickness Depth of Width of Web Flange Section Section H B t1 t2 Informative Reference Corner Radius r Sectional Unit Weight Center of Area Gravity A y 2 mm mm mm mm mm mm cm T 50 x 100 T 62.5 x 125 T 75 x 75 T 75 x 150 T 100 x 100 T 99 x 100 T 87.5 x 175 T 100 x 200 T 125 x 125 T 124 x 124 T 125 x 250 T 150 x 150 T 149 x 149 T 150 x 300 T 175 x 175 T 173 x 174 T 175 x 350 T 200 x 200 T 198 x 199 T 200 x 400 T 225 x 200 T 250 x 200 T 300 x 200 T 294 x 300 T 350 x 300 T 400 x 300 50 62.5 75 75 100 99 87.5 100 125 124 125 150 149 150 175 173 175 200 198 200 225 250 300 294 350 400 100 125 75 150 100 100 175 200 125 124 250 150 149 300 175 174 350 200 199 400 200 200 200 300 300 300 6 6.5 5 7 5.5 4.5 7.5 8 6 5 9 6.5 5.5 10 7 6 12 8 7 13 9 10 11 12 13 14 8 9 7 10 8 7 11 12 9 8 14 9 8 15 11 9 19 13 11 21 14 16 17 20 24 26 10 10 8 11 11 11 12 13 12 12 16 13 13 18 14 14 20 16 16 22 18 20 22 28 28 28 10.95 15.16 8.93 20.07 13.58 11.59 25.61 31.77 18.83 16.34 46.09 23.39 20.4 59.9 31.57 26.34 86.95 42.06 36.08 109.35 48.38 57.1 67.2 96.25 117.75 133.7 Note : - Material Specification refer to Wide Flange Shape. - Tolerance H = + 2mm. Geometrical Moment Radius of Gyration of of Inertia Area IX IY 4 kg/m mm cm 8.6 11.9 7 15.75 10.65 9.1 20.1 24.95 14.8 12.85 36.2 18.35 16 47 24.8 20.7 68.85 33 28.3 86 38 44.8 53 75.5 92.5 105 40 50.6 57 61.3 71.7 78.1 72 82.7 97.2 97.7 104.2 115.9 116.4 125.3 137.5 136 146.4 157.7 156.3 167.9 173.5 190.5 221.6 233.2 274.5 308.3 16 35 42 66 114 94 114 184 248 207 411 463 393 796 814 678 1515 1395 1193 2470 2155 3210 5786 6695 12015 18787 cm iX 4 67 147 25 282 67 58 492 801 147 127 1825 254 221 3378 492 396 6794 868 723 11207 936 1071 1139 4509 5412 5866 iY Modulus of Section ZX ZY 3 cm cm cm 1.2 1.51 2.18 1.81 2.9 2.84 2.11 2.41 3.63 3.56 2.98 4.45 4.39 3.64 5.08 5.07 4.17 5.76 5.75 4.75 6.67 7.5 9.29 8.34 10.1 11.85 2.47 3.11 1.67 3.75 2.22 2.25 4.38 5.02 2.79 2.79 6.29 3.29 3.29 7.51 3.95 3.88 8.84 4.54 4.48 10.12 4.4 4.33 4.12 6.84 6.78 6.62 4 6.9 7.4 10.8 14.8 12 15.8 22.2 25.5 21.2 39.4 39.9 33.7 63.5 59.2 49.9 103.5 88.5 76.3 147.1 124.2 168.5 261.9 295.3 447.3 609.5 cm3 13.4 23.5 6.6 37.6 13.4 11.7 56.2 80.1 23.5 20.5 146 33.8 29.6 225.2 56.3 45.5 388.2 86.8 72.7 560.4 93.6 107.1 113.9 300.6 360.8 391.1