Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 350x250x10
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 350x250x10
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 10 mm |
| Jari-jari sudut luar | 25 mm |
| Jari-jari sudut dalam | 15 mm |
| Luas penampang | 112.566 cm2 |
| Massa per meter | 88.365 kg/m |
| Keliling penampang | 1157.08 mm |
| Momen inersia, sumbu utama | 19407.47 cm4 |
| Momen inersia, sumbu minor | 11588.341 cm4 |
| Modulus penampang, sumbu utama | 1108.998 cm3 |
| Modulus penampang, sumbu minor | 927.067 cm3 |
| Jari-jari girasi, sumbu utama | 13.13 cm |
| Jari-jari girasi, sumbu minor | 10.146 cm |
| Konstanta torsi | 23499.737 cm4 |
| Modulus torsi | 1522.289 cm3 |