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ДСТУ EN 10219-2 rectangular hollow section 150x100x6
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 150x100x6
| Section height | 150 mm |
|---|---|
| Section width | 100 mm |
| Wall thickness | 6 mm |
| Outer corner radius | 12 mm |
| Inner corner radius | 6 mm |
| Section area | 27.633 cm2 |
| Mass per metre | 21.692 kg/m |
| Section perimeter | 479.398 mm |
| Second moment of area, major axis | 834.685 cm4 |
| Second moment of area, minor axis | 444.194 cm4 |
| Section modulus, major axis | 111.291 cm3 |
| Section modulus, minor axis | 88.839 cm3 |
| Radius of gyration, major axis | 5.496 cm |
| Radius of gyration, minor axis | 4.009 cm |
| Torsional constant | 948.341 cm4 |
| Torsional modulus | 147.075 cm3 |