Pipa: persegi/persegi panjang · ДСТУ EN 10210-2
ДСТУ EN 10210-2 rectangular hollow section 350x250x8
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 350x250x8
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 8 mm |
| Jari-jari sudut luar | 12 mm |
| Jari-jari sudut dalam | 8 mm |
| Luas penampang | 92.753 cm2 |
| Massa per meter | 72.811 kg/m |
| Keliling penampang | 1179.398 mm |
| Momen inersia, sumbu utama | 16449.349 cm4 |
| Momen inersia, sumbu minor | 9798.261 cm4 |
| Modulus penampang, sumbu utama | 939.963 cm3 |
| Modulus penampang, sumbu minor | 783.861 cm3 |
| Jari-jari girasi, sumbu utama | 13.317 cm |
| Jari-jari girasi, sumbu minor | 10.278 cm |
| Konstanta torsi | 19026.909 cm4 |
| Modulus torsi | 1254.377 cm3 |