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NPS 1 · XXS
| Dimensions | ||
|---|---|---|
| WWeight | 3.66 | |
| tThickness | 0.358 | |
| ODOutside diameter | 1.315 | |
| IDInside diameter | 0.599 | |
| AArea | 1.076 | |
| Major axis | ||
| IxSecond moment of area | 0.1405 | |
| SxElastic modulus | 0.2136 | |
| ZxPlastic modulus | 0.3432 | |
| rxRadius of gyration | 0.3613 | |
| ytopCentroid to top | 0.6575 | |
| ybotCentroid to bottom | 0.6575 | |
| Minor axis | ||
| IySecond moment of area | 0.1405 | |
| SyElastic modulus | 0.2136 | |
| ZyPlastic modulus | 0.3432 | |
| ryRadius of gyration | 0.3613 | |
| Torsion and warping | ||
| JTorsion constant | 0.2809 | |
API 5L Table 3A/3B
| Steel type | Carbon-manganese, Nb/V/Ti allowed | |
|---|---|---|
| FyYield strength, minimum | 35 | |
| FuTensile strength, minimum | 60 | |
| 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 3.7 (λp 58.1, λr 257.3) | |
| API RP 2A-WSD group and class | Group I Class C | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 37.67 | |
| MyYield moment, Sx·Fy | 0.6231 | |
| MpPlastic moment, Zx·Fy | 1.001 | |
| Test Pressure | Std. | Alt. | |
|---|---|---|---|
| Grade A25 | 1,000 | — | |
| Grade A | 1,000 | — | |
| Grade B (grade picked) | 1,000 | — |