Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 250x150x8
ДСТУ EN 10219-2 - Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties
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ДСТУ EN 10219-2 250x150x8
| Tinggi penampang | 250 mm |
|---|---|
| Lebar penampang | 150 mm |
| Tebal dinding | 8 mm |
| Jari-jari sudut luar | 20 mm |
| Jari-jari sudut dalam | 12 mm |
| Luas penampang | 59.242 cm2 |
| Massa per meter | 46.505 kg/m |
| Keliling penampang | 765.664 mm |
| Momen inersia, sumbu utama | 4885.792 cm4 |
| Momen inersia, sumbu minor | 2219.247 cm4 |
| Modulus penampang, sumbu utama | 390.863 cm3 |
| Modulus penampang, sumbu minor | 295.9 cm3 |
| Jari-jari girasi, sumbu utama | 9.081 cm |
| Jari-jari girasi, sumbu minor | 6.12 cm |
| Konstanta torsi | 5050.449 cm4 |
| Modulus torsi | 503.958 cm3 |