T – Beam

T-Beam – JIS3192

 

Standard Sectional Dimension
Sectional
Area
Unit
Weight
Informative Reference
Sectional
Index
Depth of
Section
Width of
Section
Thickness
Corner
Radius
Center
of
Gravity
Geometrical
Moment
of
Inertia
Radius
of
Gyration
of Area
Modulus
of
Section
Web
Flange
H B t1 t2 r A y IX IY iX iY ZX ZY
mm mm mm mm mm mm cm2 kg/m mm cm4 cm4 cm cm cm3 cm3
T 50 x 100 50 100 6 8 10 10.95 8.6 40 16 67 1.2 2.47 4 13.4
T 62.5 x 125 62.5 125 6.5 9 10 15.16 11.9 50.6 35 147 1.51 3.11 6.9 23.5
T 75 x 75 75 75 5 7 8 8.93 7 57 42 25 2.18 1.67 7.4 6.6
T 75 x 150 75 150 7 10 11 20.07 15.75 61.3 66 282 1.81 3.75 10.8 37.6
T 100 x 100 100 100 5.5 8 11 13.58 10.65 71.7 114 67 2.9 2.22 14.8 13.4
T 99 x 100 99 100 4.5 7 11 11.59 9.1 78.1 94 58 2.84 2.25 12 11.7
T 87.5 x 175 87.5 175 7.5 11 12 25.61 20.1 72 114 492 2.11 4.38 15.8 56.2
T 100 x 200 100 200 8 12 13 31.77 24.95 82.7 184 801 2.41 5.02 22.2 80.1
T 125 x 125 125 125 6 9 12 18.83 14.8 97.2 248 147 3.63 2.79 25.5 23.5
T 124 x 124 124 124 5 8 12 16.34 12.85 97.7 207 127 3.56 2.79 21.2 20.5
T 125 x 250 125 250 9 14 16 46.09 36.2 104.2 411 1825 2.98 6.29 39.4 146
T 150 x 150 150 150 6.5 9 13 23.39 18.35 115.9 463 254 4.45 3.29 39.9 33.8
T 149 x 149 149 149 5.5 8 13 20.4 16 116.4 393 221 4.39 3.29 33.7 29.6
T 150 x 300 150 300 10 15 18 59.9 47 125.3 796 3378 3.64 7.51 63.5 225.2
T 175 x 175 175 175 7 11 14 31.57 24.8 137.5 814 492 5.08 3.95 59.2 56.3
T 173 x 174 173 174 6 9 14 26.34 20.7 136 678 396 5.07 3.88 49.9 45.5
T 175 x 350 175 350 12 19 20 86.95 68.85 146.4 1515 6794 4.17 8.84 103.5 388.2
T 200 x 200 200 200 8 13 16 42.06 33 157.7 1395 868 5.76 4.54 88.5 86.8
T 198 x 199 198 199 7 11 16 36.08 28.3 156.3 1193 723 5.75 4.48 76.3 72.7
T 200 x 400 200 400 13 21 22 109.35 86 167.9 2470 11207 4.75 10.12 147.1 560.4
T 225 x 200 225 200 9 14 18 48.38 38 173.5 2155 936 6.67 4.4 124.2 93.6
T 250 x 200 250 200 10 16 20 57.1 44.8 190.5 3210 1071 7.5 4.33 168.5 107.1
T 300 x 200 300 200 11 17 22 67.2 53 221.6 5786 1139 9.29 4.12 261.9 113.9
T 294 x 300 294 300 12 20 28 96.25 75.5 233.2 6695 4509 8.34 6.84 295.3 300.6
T 350 x 300 350 300 13 24 28 117.75 92.5 274.5 12015 5412 10.1 6.78 447.3 360.8
T 400 x 300 400 300 14 26 28 133.7 105 308.3 18787 5866 11.85 6.62 609.5 391.1

NOTE :
- Material specification refer to Wide Flange (IWF)
- Tolerance H= ±2mm