Pipa: persegi/persegi panjang · ДСТУ EN 10210-2
ДСТУ EN 10210-2 rectangular hollow section 350x250x14.2
ДСТУ EN 10210-2 - Hot finished steel structural hollow sections - Part 2: Tolerances, dimensions and sectional properties
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ДСТУ EN 10210-2 350x250x14.2
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 14.2 mm |
| Jari-jari sudut luar | 21.3 mm |
| Jari-jari sudut dalam | 14.2 mm |
| Luas penampang | 160.171 cm2 |
| Massa per meter | 125.734 kg/m |
| Keliling penampang | 1163.432 mm |
| Momen inersia, sumbu utama | 27199.971 cm4 |
| Momen inersia, sumbu minor | 16046.049 cm4 |
| Modulus penampang, sumbu utama | 1554.284 cm3 |
| Modulus penampang, sumbu minor | 1283.684 cm3 |
| Jari-jari girasi, sumbu utama | 13.031 cm |
| Jari-jari girasi, sumbu minor | 10.009 cm |
| Konstanta torsi | 31892.288 cm4 |
| Modulus torsi | 2043.933 cm3 |