HEA 600 vs HEB 600
177.8Mass G kg/m211.9
226.5Cross-section area A cm²270.0
141 200Moment of inertia Iy cm⁴171 000
11 270Moment of inertia Iz cm⁴13 530
4 787Section modulus Wel,y cm³5 701
5 350Section modulus Wpl,y cm³6 425
249.7Radius of gyration iy mm251.7
70.5Radius of gyration iz mm70.8
407.5Torsion constant It cm⁴679.6
8 879.6Warping constant Iw ×10³ cm⁶10 838.0
Bar length is the ratio to the higher value in the row.
Summary
16 %
lighter per metre
Per kilogram of steel both are equally efficient in bending, Iy/G differs by 2 %.
20 %
stiffer on the weak axis
Plus 21 % more on the strong axis and 20 % higher plastic resistance Wpl,y.