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ДСТУ EN 10219-2 rectangular hollow section 150x100x8
ДСТУ EN 10219-2 - Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties
ДСТУ EN 10219-2 150x100x8
| Section height | 150 mm |
|---|---|
| Section width | 100 mm |
| Wall thickness | 8 mm |
| Outer corner radius | 20 mm |
| Inner corner radius | 12 mm |
| Section area | 35.242 cm2 |
| Mass per metre | 27.665 kg/m |
| Section perimeter | 465.664 mm |
| Second moment of area, major axis | 1008.127 cm4 |
| Second moment of area, minor axis | 535.651 cm4 |
| Section modulus, major axis | 134.417 cm3 |
| Section modulus, minor axis | 107.13 cm3 |
| Radius of gyration, major axis | 5.348 cm |
| Radius of gyration, minor axis | 3.899 cm |
| Torsional constant | 1205.888 cm4 |
| Torsional modulus | 181.849 cm3 |