Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 350x250x6
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 350x250x6
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 6 mm |
| Jari-jari sudut luar | 12 mm |
| Jari-jari sudut dalam | 6 mm |
| Luas penampang | 69.633 cm2 |
| Massa per meter | 54.662 kg/m |
| Keliling penampang | 1179.398 mm |
| Momen inersia, sumbu utama | 12457.305 cm4 |
| Momen inersia, sumbu minor | 7458.442 cm4 |
| Modulus penampang, sumbu utama | 711.846 cm3 |
| Modulus penampang, sumbu minor | 596.675 cm3 |
| Jari-jari girasi, sumbu utama | 13.375 cm |
| Jari-jari girasi, sumbu minor | 10.349 cm |
| Konstanta torsi | 14553.72 cm4 |
| Modulus torsi | 966.838 cm3 |