Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 250x150x6
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 250x150x6
| Tinggi penampang | 250 mm |
|---|---|
| Lebar penampang | 150 mm |
| Tebal dinding | 6 mm |
| Jari-jari sudut luar | 12 mm |
| Jari-jari sudut dalam | 6 mm |
| Luas penampang | 45.633 cm2 |
| Massa per meter | 35.822 kg/m |
| Keliling penampang | 779.398 mm |
| Momen inersia, sumbu utama | 3885.562 cm4 |
| Momen inersia, sumbu minor | 1768.345 cm4 |
| Modulus penampang, sumbu utama | 310.845 cm3 |
| Modulus penampang, sumbu minor | 235.779 cm3 |
| Jari-jari girasi, sumbu utama | 9.228 cm |
| Jari-jari girasi, sumbu minor | 6.225 cm |
| Konstanta torsi | 3885.803 cm4 |
| Modulus torsi | 395.648 cm3 |