Pipa: persegi/persegi panjang · ДСТУ EN 10210-2
ДСТУ EN 10210-2 rectangular hollow section 250x150x6.3
ДСТУ EN 10210-2 - Hot finished steel structural hollow sections - Part 2: Tolerances, dimensions and sectional properties
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ДСТУ EN 10210-2 250x150x6.3
| Tinggi penampang | 250 mm |
|---|---|
| Lebar penampang | 150 mm |
| Tebal dinding | 6.3 mm |
| Jari-jari sudut luar | 9.45 mm |
| Jari-jari sudut dalam | 6.3 mm |
| Luas penampang | 48.387 cm2 |
| Massa per meter | 37.983 kg/m |
| Keliling penampang | 783.776 mm |
| Momen inersia, sumbu utama | 4142.729 cm4 |
| Momen inersia, sumbu minor | 1874.251 cm4 |
| Modulus penampang, sumbu utama | 331.418 cm3 |
| Modulus penampang, sumbu minor | 249.9 cm3 |
| Jari-jari girasi, sumbu utama | 9.253 cm |
| Jari-jari girasi, sumbu minor | 6.224 cm |
| Konstanta torsi | 4053.588 cm4 |
| Modulus torsi | 412.948 cm3 |