Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 250x150x10
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 250x150x10
| Tinggi penampang | 250 mm |
|---|---|
| Lebar penampang | 150 mm |
| Tebal dinding | 10 mm |
| Jari-jari sudut luar | 25 mm |
| Jari-jari sudut dalam | 15 mm |
| Luas penampang | 72.566 cm2 |
| Massa per meter | 56.965 kg/m |
| Keliling penampang | 757.08 mm |
| Momen inersia, sumbu utama | 5825.007 cm4 |
| Momen inersia, sumbu minor | 2634.196 cm4 |
| Modulus penampang, sumbu utama | 466.001 cm3 |
| Modulus penampang, sumbu minor | 351.226 cm3 |
| Jari-jari girasi, sumbu utama | 8.959 cm |
| Jari-jari girasi, sumbu minor | 6.025 cm |
| Konstanta torsi | 6120.698 cm4 |
| Modulus torsi | 602.084 cm3 |