Pipa: persegi/persegi panjang · ДСТУ EN 10210-2
ДСТУ EN 10210-2 rectangular hollow section 350x250x12.5
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 350x250x12.5
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 12.5 mm |
| Jari-jari sudut luar | 18.75 mm |
| Jari-jari sudut dalam | 12.5 mm |
| Luas penampang | 142.073 cm2 |
| Massa per meter | 111.528 kg/m |
| Keliling penampang | 1167.81 mm |
| Momen inersia, sumbu utama | 24418.988 cm4 |
| Momen inersia, sumbu minor | 14443.971 cm4 |
| Modulus penampang, sumbu utama | 1395.371 cm3 |
| Modulus penampang, sumbu minor | 1155.518 cm3 |
| Jari-jari girasi, sumbu utama | 13.11 cm |
| Jari-jari girasi, sumbu minor | 10.083 cm |
| Konstanta torsi | 28525.825 cm4 |
| Modulus torsi | 1842.059 cm3 |