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NPS 2
| Dimensions | ||
|---|---|---|
| WWeight | 3.37 | |
| tThickness | 0.141 | |
| ODOutside diameter | 2.375 | |
| IDInside diameter | 2.093 | |
| AArea | 0.9896 | |
| Major axis | ||
| IxSecond moment of area | 0.6198 | |
| SxElastic modulus | 0.5219 | |
| ZxPlastic modulus | 0.7046 | |
| rxRadius of gyration | 0.7914 | |
| ytopCentroid to top | 1.188 | |
| ybotCentroid to bottom | 1.188 | |
| Minor axis | ||
| IySecond moment of area | 0.6198 | |
| SyElastic modulus | 0.5219 | |
| ZyPlastic modulus | 0.7046 | |
| ryRadius of gyration | 0.7914 | |
| Torsion and warping | ||
| JTorsion constant | 1.24 | |
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 16.8 (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 | 51.46 | |
| MyYield moment, Sx·Fy | 2.262 | |
| MpPlastic moment, Zx·Fy | 3.053 | |
| Test Pressure | Std. | Alt. | |
|---|---|---|---|
| Grade A25 | 1,000 | — | |
| Grade A | 2,140 | 2,500 | |
| Grade B | 2,490 | 2,500 | |
| Grade X42 | 2,990 | 3,740 | |
| Grade X46 | 3,000 | 4,100 | |
| Grade X52 (grade picked) | 3,000 | 4,630 | |
| Grade X56 | 3,000 | 4,990 | |
| Grade X60 | 3,000 | 5,340 | |
| Grade X65 | 3,000 | 5,790 | |
| Grade X70 | 3,000 | 6,230 |