Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 90x50x2.5
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 90x50x2.5
| Tinggi penampang | 90 mm |
|---|---|
| Lebar penampang | 50 mm |
| Tebal dinding | 2.5 mm |
| Jari-jari sudut luar | 5 mm |
| Jari-jari sudut dalam | 2.5 mm |
| Luas penampang | 6.589 cm2 |
| Massa per meter | 5.172 kg/m |
| Keliling penampang | 271.416 mm |
| Momen inersia, sumbu utama | 70.262 cm4 |
| Momen inersia, sumbu minor | 28.236 cm4 |
| Modulus penampang, sumbu utama | 15.614 cm3 |
| Modulus penampang, sumbu minor | 11.294 cm3 |
| Jari-jari girasi, sumbu utama | 3.266 cm |
| Jari-jari girasi, sumbu minor | 2.07 cm |
| Konstanta torsi | 65.299 cm4 |
| Modulus torsi | 19.235 cm3 |