IPE 600 vs HEA 600
122.4Mass G kg/m177.8
156.0Cross-section area A cm²226.5
92 080Moment of inertia Iy cm⁴141 200
3 387Moment of inertia Iz cm⁴11 270
3 069Section modulus Wel,y cm³4 787
3 512Section modulus Wpl,y cm³5 350
243.0Radius of gyration iy mm249.7
46.6Radius of gyration iz mm70.5
164.6Torsion constant It cm⁴407.5
2 814.7Warping constant Iw ×10³ cm⁶8 879.6
Bar length is the ratio to the higher value in the row.
Summary
31 %
lighter per metre
Per kilogram of steel HEA 600 is the more efficient bending section, by 5 %.
3.3×
stiffer on the weak axis
Plus 53 % more on the strong axis and 52 % higher plastic resistance Wpl,y.