IPE 360 vs HEA 360
57.1Mass G kg/m112.1
72.7Cross-section area A cm²142.8
16 270Moment of inertia Iy cm⁴33 090
1 043Moment of inertia Iz cm⁴7 887
904Section modulus Wel,y cm³1 891
1 019Section modulus Wpl,y cm³2 088
149.5Radius of gyration iy mm152.2
37.9Radius of gyration iz mm74.3
37.1Torsion constant It cm⁴151.0
309.4Warping constant Iw ×10³ cm⁶2 137.7
Bar length is the ratio to the higher value in the row.
Summary
49 %
lighter per metre
Per kilogram of steel HEA 360 is the more efficient bending section, by 3 %.
7.6×
stiffer on the weak axis
Plus 103 % more on the strong axis and 105 % higher plastic resistance Wpl,y.