Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 300x150x10
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 300x150x10
| Tinggi penampang | 300 mm |
|---|---|
| Lebar penampang | 150 mm |
| Tebal dinding | 10 mm |
| Jari-jari sudut luar | 25 mm |
| Jari-jari sudut dalam | 15 mm |
| Luas penampang | 82.566 cm2 |
| Massa per meter | 64.815 kg/m |
| Keliling penampang | 857.08 mm |
| Momen inersia, sumbu utama | 9209.366 cm4 |
| Momen inersia, sumbu minor | 3125.029 cm4 |
| Modulus penampang, sumbu utama | 613.958 cm3 |
| Modulus penampang, sumbu minor | 416.671 cm3 |
| Jari-jari girasi, sumbu utama | 10.561 cm |
| Jari-jari girasi, sumbu minor | 6.152 cm |
| Konstanta torsi | 7878.645 cm4 |
| Modulus torsi | 732.806 cm3 |