Pipa: persegi/persegi panjang · ДСТУ EN 10210-2
ДСТУ EN 10210-2 rectangular hollow section 350x250x17.5
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 350x250x17.5
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 17.5 mm |
| Jari-jari sudut luar | 26.25 mm |
| Jari-jari sudut dalam | 17.5 mm |
| Luas penampang | 194.464 cm2 |
| Massa per meter | 152.654 kg/m |
| Keliling penampang | 1154.934 mm |
| Momen inersia, sumbu utama | 32249.709 cm4 |
| Momen inersia, sumbu minor | 18926.098 cm4 |
| Modulus penampang, sumbu utama | 1842.841 cm3 |
| Modulus penampang, sumbu minor | 1514.088 cm3 |
| Jari-jari girasi, sumbu utama | 12.878 cm |
| Jari-jari girasi, sumbu minor | 9.865 cm |
| Konstanta torsi | 38083.041 cm4 |
| Modulus torsi | 2406.102 cm3 |