UPN 200 dimensions, weight and section properties
Dimensions and section properties of the UPN 200, with its CAD files. Dimensions checked against two mill catalogues; properties calculated on the exact section.
UPN 200 dimensions and section properties
| Property | Value | |
|---|---|---|
| Height | h | 200 mm |
| Flange width | b | 75 mm |
| Web thickness | tw | 8.5 mm |
| Flange thickness | tf | 11.5 mm |
| Root radius | r1 | 11.5 mm |
| Toe radius | r2 | 6 mm |
| Section area | A | 32.18 cm² |
| Weight per metre | G | 25.27 kg/m |
| Distance from web back to centroid | e | 2.015 cm |
| Second moment of area, strong axis | Iy | 1,911 cm⁴ |
| Elastic section modulus, strong axis | Wel,y | 191.1 cm³ |
| Radius of gyration, strong axis | iy | 7.705 cm |
| Second moment of area, weak axis | Iz | 147.8 cm⁴ |
| Elastic section modulus, weak axis | Wel,z | 26.94 cm³ |
| Radius of gyration, weak axis | iz | 2.143 cm |
UPN 200 weight per metre and per bar
The UPN 200 weighs 25.27 kg per metre: its section area of 32.18 cm² times a steel density of 7,850 kg/m³. A 6 m bar weighs 151.6 kg and a 12 m bar 303.2 kg.
UPN 200 compared with the neighbouring sizes
The table puts the UPN 200 next to the sizes just below and above it in the same series. Select a size to open its page or its family table.
| Section | hmm | bmm | twmm | tfmm | Gkg/m | Iycm⁴ | Wel,ycm³ |
|---|---|---|---|---|---|---|---|
| UPN 160 | 160 | 65 | 7.5 | 10.5 | 18.85 | 924.7 | 115.6 |
| UPN 180 | 180 | 70 | 8 | 11 | 21.95 | 1,354 | 150.4 |
| UPN 200 | 200 | 75 | 8.5 | 11.5 | 25.27 | 1,911 | 191.1 |
| UPN 220 | 220 | 80 | 9 | 12.5 | 29.39 | 2,691 | 244.6 |
| UPN 240 | 240 | 85 | 9.5 | 13 | 33.21 | 3,599 | 299.9 |
UPN 200: common questions
- How much does the UPN 200 weigh?
- 25.27 kg per metre, from a section area of 32.18 cm².
- What are the dimensions of the UPN 200?
- 200 mm high and 75 mm wide, with a 8.5 mm web and 11.5 mm flanges.
- What is the moment of inertia of the UPN 200?
- Iy = 1,911 cm⁴ about the strong axis and Iz = 147.8 cm⁴ about the weak axis, calculated on the section with its root radii.