Pipa: persegi/persegi panjang · ДСТУ EN 10210-2
ДСТУ EN 10210-2 rectangular hollow section 350x250x20
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 350x250x20
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 20 mm |
| Jari-jari sudut luar | 30 mm |
| Jari-jari sudut dalam | 20 mm |
| Luas penampang | 219.708 cm2 |
| Massa per meter | 172.471 kg/m |
| Keliling penampang | 1148.496 mm |
| Momen inersia, sumbu utama | 35776.509 cm4 |
| Momen inersia, sumbu minor | 20912.556 cm4 |
| Modulus penampang, sumbu utama | 2044.372 cm3 |
| Modulus penampang, sumbu minor | 1673.004 cm3 |
| Jari-jari girasi, sumbu utama | 12.761 cm |
| Jari-jari girasi, sumbu minor | 9.756 cm |
| Konstanta torsi | 42472.822 cm4 |
| Modulus torsi | 2655.54 cm3 |