Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 350x250x12.5
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 350x250x12.5
| Tinggi penampang | 350 mm |
|---|---|
| Lebar penampang | 250 mm |
| Tebal dinding | 12.5 mm |
| Jari-jari sudut luar | 37.5 mm |
| Jari-jari sudut dalam | 25 mm |
| Luas penampang | 137.044 cm2 |
| Massa per meter | 107.579 kg/m |
| Keliling penampang | 1135.619 mm |
| Momen inersia, sumbu utama | 22922.48 cm4 |
| Momen inersia, sumbu minor | 13689.96 cm4 |
| Modulus penampang, sumbu utama | 1309.856 cm3 |
| Modulus penampang, sumbu minor | 1095.197 cm3 |
| Jari-jari girasi, sumbu utama | 12.933 cm |
| Jari-jari girasi, sumbu minor | 9.995 cm |
| Konstanta torsi | 28763.59 cm4 |
| Modulus torsi | 1829.807 cm3 |