Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 350x250x8
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 350x250x8
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 8 mm |
| Jari-jari sudut luar | 20 mm |
| Jari-jari sudut dalam | 12 mm |
| Luas penampang | 91.242 cm2 |
| Massa per meter | 71.625 kg/m |
| Keliling penampang | 1165.664 mm |
| Momen inersia, sumbu utama | 16001.287 cm4 |
| Momen inersia, sumbu minor | 9572.618 cm4 |
| Modulus penampang, sumbu utama | 914.359 cm3 |
| Modulus penampang, sumbu minor | 765.809 cm3 |
| Jari-jari girasi, sumbu utama | 13.243 cm |
| Jari-jari girasi, sumbu minor | 10.243 cm |
| Konstanta torsi | 19136.324 cm4 |
| Modulus torsi | 1252.811 cm3 |