Pipa: persegi/persegi panjang · ДСТУ EN 10219-2
ДСТУ EN 10219-2 rectangular hollow section 250x150x6.3
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 250x150x6.3
| Tinggi penampang | 250 mm |
|---|---|
| Lebar penampang | 150 mm |
| Tebal dinding | 6.3 mm |
| Jari-jari sudut luar | 15.75 mm |
| Jari-jari sudut dalam | 9.45 mm |
| Luas penampang | 47.45 cm2 |
| Massa per meter | 37.248 kg/m |
| Keliling penampang | 772.96 mm |
| Momen inersia, sumbu utama | 4001.43 cm4 |
| Momen inersia, sumbu minor | 1824.594 cm4 |
| Modulus penampang, sumbu utama | 320.114 cm3 |
| Modulus penampang, sumbu minor | 243.279 cm3 |
| Jari-jari girasi, sumbu utama | 9.183 cm |
| Jari-jari girasi, sumbu minor | 6.201 cm |
| Konstanta torsi | 4077.703 cm4 |
| Modulus torsi | 412.176 cm3 |