Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 250x100x8
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 250x100x8
| Tinggi penampang | 250 mm |
|---|---|
| Lebar penampang | 100 mm |
| Tebal dinding | 8 mm |
| Jari-jari sudut luar | 20 mm |
| Jari-jari sudut dalam | 12 mm |
| Luas penampang | 51.242 cm2 |
| Massa per meter | 40.225 kg/m |
| Keliling penampang | 665.664 mm |
| Momen inersia, sumbu utama | 3714.085 cm4 |
| Momen inersia, sumbu minor | 875.064 cm4 |
| Modulus penampang, sumbu utama | 297.127 cm3 |
| Modulus penampang, sumbu minor | 175.013 cm3 |
| Jari-jari girasi, sumbu utama | 8.514 cm |
| Jari-jari girasi, sumbu minor | 4.132 cm |
| Konstanta torsi | 2438.662 cm4 |
| Modulus torsi | 317.405 cm3 |