H Beam

According to JIS G 3192-2005

Designation Dimension (mm)

Sectional Area (cm2)

Weight (kg/m) Geometrical Moment of Inertia (cm4) Radius Gyration of Area (cm) Modulus of Section (cm3)
Nominal H B t1

t2

r lx ly ix iy zx zy
100 x 100 x 6 100 100 60 8.0 8.0 21.59 16.90 378 134 4.18 2.49 75.6 26.7
125 x 125 x 6.5 125 125 6.5 9.0 8.0 30.00 23.60 839 293 5.29 3.13 134.0 46.9
150 x 150 x 7 150 150 7.0 10.0 8.0 39.65 31.10 1,620 563 6.40 3.77 216.0 75.1
175 x 175 x 7.5 175 175 7.5 11.0 13.0 51.43 40.40 2,900 984 7.50 4.37 331.0 112.0
200 x 200 x 8 200 200 8.0 12.0 13.0 63.53 49.90 4,720 1,600 8.62 5.02 472.0 160.0

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