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I Beam

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

r1 r2 lx ly ix iy zx zy
100 x 50 x 4.5 100 50 4.5 6.8 4.5 2.7 10.60 8.34 171.0 12.2 4.01 1.07 34.20 4.88
125 x 75 x 5 125 75 5 9.5 9.0 4.5 20.50 16.10 538.0 57.5 5.13 1.68 86.00 15.30
150 x 75 x 5.5 150 75 5.5 9.5 9 4.5 21.83 17.10 819.0 57.5 6.12 1.62 109.00 15.30
180 x 100 x 6 180 100 6 10 10 5 30.06 23.60 1670.0 138.0 7.45 2.14 186.00 27.50
200 x 90 x 7.5 200 90 7.5 11.3 7.5 4.5 33.40 26.20 2140.0 117.0 8.00 1.87 214.00 26.00

 

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