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NPS 2
| Dimensions | ||
|---|---|---|
| WWeight | 2.03 | |
| tThickness | 0.083 | |
| ODOutside diameter | 2.375 | |
| IDInside diameter | 2.209 | |
| AArea | 0.5976 | |
| Major axis | ||
| IxSecond moment of area | 0.393 | |
| SxElastic modulus | 0.3309 | |
| ZxPlastic modulus | 0.4362 | |
| rxRadius of gyration | 0.8109 | |
| ytopCentroid to top | 1.188 | |
| ybotCentroid to bottom | 1.188 | |
| Minor axis | ||
| IySecond moment of area | 0.393 | |
| SyElastic modulus | 0.3309 | |
| ZyPlastic modulus | 0.4362 | |
| ryRadius of gyration | 0.8109 | |
| Torsion and warping | ||
| JTorsion constant | 0.7859 | |
API 5L Table 3A/3B
| Steel type | Carbon-manganese, Nb/V/Ti allowed | |
|---|---|---|
| FyYield strength, minimum | 52 | |
| FuTensile strength, minimum | 66 | |
| EModulus of elasticity | 29,000 | |
| GShear modulus | 11,200 | |
| νPoisson's ratio | 0.3 | |
| ρDensity | 490 | |
| Flexure class, AISC 360 Table B4.1 | Compact, D/t 28.7 (λp 39, λr 172.7) | |
| API RP 2A-WSD group and class | Group II Class C; Class B with SR5/SR6 | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 31.08 | |
| MyYield moment, Sx·Fy | 1.434 | |
| MpPlastic moment, Zx·Fy | 1.89 | |
| Test Pressure | Std. | Alt. | |
|---|---|---|---|
| Grade A25 | 600 | — | |
| Grade A | 1,260 | 1,570 | |
| Grade B | 1,470 | 1,830 | |
| Grade X42 | 1,760 | 2,200 | |
| Grade X46 | 1,930 | 2,410 | |
| Grade X52 (grade picked) | 2,180 | 2,730 | |
| Grade X56 | 2,350 | 2,940 | |
| Grade X60 | 2,520 | 3,150 | |
| Grade X65 | 2,730 | 3,410 | |
| Grade X70 | 2,940 | 3,670 |