Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 300x150x6
ДСТУ EN 10219-2 - Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties
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ДСТУ EN 10219-2 300x150x6
| Tinggi penampang | 300 mm |
|---|---|
| Lebar penampang | 150 mm |
| Tebal dinding | 6 mm |
| Jari-jari sudut luar | 12 mm |
| Jari-jari sudut dalam | 6 mm |
| Luas penampang | 51.633 cm2 |
| Massa per meter | 40.532 kg/m |
| Keliling penampang | 879.398 mm |
| Momen inersia, sumbu utama | 6073.508 cm4 |
| Momen inersia, sumbu minor | 2079.565 cm4 |
| Modulus penampang, sumbu utama | 404.901 cm3 |
| Modulus penampang, sumbu minor | 277.275 cm3 |
| Jari-jari girasi, sumbu utama | 10.846 cm |
| Jari-jari girasi, sumbu minor | 6.346 cm |
| Konstanta torsi | 4988.471 cm4 |
| Modulus torsi | 478.596 cm3 |