Features a second moment of area ( Ixcap I sub x ) of approximately , providing robust major-axis stiffness. Minor Axis Bending (Y-Y): With a second moment of area ( Iycap I sub y
| Section | Mass (kg/m) | Depth (mm) | Width (mm) | tf (mm) | Ixx (cm⁴) | |---------|-------------|------------|------------|---------|-----------| | 203×203×46 | 46 | 203.2 | 203.6 | 11.0 | 4,570 | | 203×203×52 | 52 | 206.2 | 204.3 | 12.5 | 5,260 | | 203×203×60 | 60 | 209.6 | 205.8 | 14.2 | 6,090 |
For precise structural calculations, engineers often refer to the Steel for Life Blue Book or detailed property tables from suppliers like Rainham Steel and Hibernia Steel . GB - UC 203x203x46 203x203x46 uc weight
The is a standard, economical rolled steel section for light-to-moderate structural applications. Its equal flange dimensions make it practical for both axes bending, though designers must verify strength and stability for the specific load case.
If you need a full (abstract, literature review, calculations, references), let me know and I can expand this into a longer document with worked examples (e.g., column buckling check, beam bending check). Features a second moment of area ( Ixcap
Based on the standard dimensions for the (Universal Column) section, here is the detailed weight and dimension report.
The is a hot-rolled universal column section commonly used in steel construction for columns, beams, and bracing members. The designation follows the European (or British) standard: Its equal flange dimensions make it practical for
This section is popular for light-to-medium load applications where compactness and equal flange width are required.