Apiscec5l-MMXII Carbon Seamless Steel linea Pipe 46th Edition
| Latin:API 5L | Alloy et non: Non mixturis, ipsum |
| Gradus Group: GR.B X42 X65 X65 X70 etc. | Application: linea pipe |
| Crassitudo: I - C mm | Superficies curatio, ut mos est scriptor postulationem |
| Exterius diameter (per) X - M mm | Technique: Hot advolvit |
| Longitudo, fixa longitudine longitudo temere | Calor Treatment: Normalizing |
| Sectioni figura, circum | Special Pipe: PSL2 aut princeps gradu pipe |
| Locus Origin: Sina | Usus: constructione, fluidi pipe |
| Certification: ISO9001: MMVIII | Test: NDT / CNV |
Pipeline adhibetur ad onerariis oleum, vapor et aqua et a terra ad oleum et Gas industria conatibus per Pipeline
Gradu inAPI 5LFabula Fusce: GR.B X42 X65 X65 X72
| Steel Grade (Steel Name) | Missam fraction, secundum calorem et productum analyzesA, G% | |||||||
| C | Mn | P | S | V | Nb | Ti | ||
| max b | max b | min | max | max | max | max | max | |
| Seamless pipe | ||||||||
| L175 aut A25 | 0,21 | 0,60 | - | 0.030 | 0.030 | - | - | - |
| L175p et A25p | 0,21 | 0,60 | 0.045 | 0.080 | 0.030 | - | - | - |
| L210 vel | 0,22 | 0,90 | - | 0.030 | 0.030 | - | - | - |
| L245 aut b | 0,28 | 1.20 | - | 0.030 | 0.030 | C, D | C, D | d |
| L290 aut X42 | 0,28 | 1.30 | - | 0.030 | 0.030 | d | d | d |
| L320 aut X46 | 0,28 | 1.40 | - | 0.030 | 0.030 | d | d | d |
| L360 aut X52 | 0,28 | 1.40 | - | 0.030 | 0.030 | d | d | d |
| L390 aut X56 | 0,28 | 1.40 | - | 0.030 | 0.030 | d | d | d |
| L415 aut X60 | 0.28 E | 1.40 E | - | 0.030 | 0.030 | f | f | f |
| L450 aut X65 | 0.28 E | 1.40 E | - | 0.030 | 0.030 | f | f | f |
| L485 aut X70 | 0.28 E | 1.40 E | - | 0.030 | 0.030 | f | f | f |
| Fabula | ||||||||
| L175 aut A25 | 0,21 | 0,60 | - | 0.030 | 0.030 | - | - | - |
| L175p et A25p | 0,21 | 0,60 | 0.045 | 0.080 | 0.030 | - | - | - |
| L210 vel | 0,22 | 0,90 | - | 0.030 | 0.030 | - | - | - |
| L245 aut b | 0,26 | 1.20 | - | 0.030 | 0.030 | C, D | C, D | d |
| L290 aut X42 | 0,26 | 1.30 | - | 0.030 | 0.030 | d | d | d |
| L320 aut X46 | 0,26 | 1.40 | - | 0.030 | 0.030 | d | d | d |
| L360 aut X52 | 0,26 | 1.40 | - | 0.030 | 0.030 | d | d | d |
| L390 aut X56 | 0,26 | 1.40 | - | 0.030 | 0.030 | d | d | d |
| L415 aut X60 | 0.26 E | 1.40 E | - | 0.030 | 0.030 | f | f | f |
| L450 aut X65 | 0.26 E | 1,45 E | - | 0.030 | 0.030 | f | f | f |
| L485 aut X70 | 0.26 E | 1.65 E | - | 0.030 | 0.030 | f | f | f |
| A cu ≤ 0.50%; Ni ≤ 0.50%; CR ≤ 0.50% et mo ≤ 0.15%. B ad invicem reductionem 0.01% sub certa maximam concentration ad ipsum, augmentum 0.05% super certa maximam concentration pro MN l245 aut B, 1.65% pro Grades ≥ L245 aut B, et ≤ L360 aut X52; ad maximum of 1.75% ad grades> L360 aut X52, sed <l485 et X70; et usque ad maximum of 2.00% ad gradu L485 aut X70. c nisi aliter convenerit, NB + V 0.06% 0.06. D NB + v + Ti ≤ 0.15%. E nisi aliud convenerit. F nisi aliter convenerit, nb + v + ti ≤ 0.15%. G non deliberandum sumpturas additio B permittitur et RELICTUM B ≤ 0.001%. | ||||||||
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Pipe gradu | Pipe corpus inconsutilis et studium pipe | Weld de EW, LW, vidit et bovisPipe | ||
| CEDITASa Rt0.5 | Tensile viresa Rm | Elongatio(De L mm vel II in.)Af | Tensile viresb Rm | |
| MPA (Psi) | MPA (Psi) | % | MPA (Psi) | |
| min | min | min | min | |
| L175 aut A25 | CLXXV (25.400) | CCCX (45,000) | c | CCCX (45,000) |
| L175p et A25p | CLXXV (25.400) | CCCX (45,000) | c | CCCX (45,000) |
| L210 vel | CCX (30.500) | CCCXXXV (48,600) | c | CCCXXXV (48,600) |
| L245 aut b | CCXLV (35.500) | CDXV (60,200) | c | CDXV (60,200) |
| L290 aut X42 | CCXC (42,100) | CDXV (60,200) | c | CDXV (60,200) |
| L320 aut X46 | CCCXX (46.400) | CDXXXV (63,100) | c | CDXXXV (63,100) |
| L360 aut X52 | CCCLX (52.200) | CDLX (66.700) | c | CDLX (66.700) |
| L390 aut X56 | CCCXC (56.600) | CDXC (71,100) | c | CDXC (71,100) |
| L415 aut X60 | CDXV (60,200) | DXX (75,400) | c | DXX (75,400) |
| L450 aut X65 | CDL (65.300) | DXXXV (77,600) | c | DXXXV (77,600) |
| L485 aut X70 | CDLXXXV (70.300) | DLXX (82.700) | c | DLXX (82.700) |
| A medium grades, differentia inter specificatum minimum tensile vires et certa minimum cede vires pro tibia corpus erit sicut in mensa ad proximam gradibus, quod est determinari ad fistulae ad minimum est in eo quod determinari in corpore, quod est determinari ad minimum, in eodem pretio ad minimum est quod determinari in corpore, quod est ad minimum, quod determinari ad minimum, ut in hoc quod est determinari ad minimum, ut in eo statutum est in corpore.AF, expressit in percent et rotunda ad proximam percent, erit sicut determinari per hoc aequatione:
ubi C Numquid MCMXL enim calculations per si unitates et 625,000 pro calculations using USC unitates; Axc est applicabilis tensile test pars crucem-sectional area, expressit in quadratum millimeters (quadratum pollices), ut sequitur: I) Nam circularis crucem-section test pieces, CXXX mm2 (0,20 in.2) ad 12.7 mm (0.500 in.) Et 8.9 mm (0.350 in.) Et diameter pieces; LXV mm2 (0.10 in.2) ad 6,4 mm (0.250 in.) Diameter test pieces; II) Nam plena sectionem test pieces, quod luminare minus a) CDLXXXV mm2 (0,75 in.2) et b) et crucem-sectional spatio de test pars, quae est in tibia, rotundatis ad proximam X mm2 (0.01 in.2); III) Et habena test pieces, minorem a) CDLXXXV mm2 (0,75 in.2) et b) in crux-sectional area de test pars et certa mm2 (0.01 in.2); U est certa minimum tensile vires, expressit in megapascals (libras per quadratum inch). | ||||
Extra diametro, ex rotunditate murum crassitudine
| Certa extra diameter D (in) | Diametrum tolerantia, digitis d | Ex-of-rotunditatem tolerantia in | ||||
| Pipe nisi finis | Pipe finem a, b, c | Pipe nisi finis | Pipe finem a, b, c | |||
| SML Pipe | Fabula | SML Pipe | Fabula | |||
| <2.375 | -0.031 ad + 0.016 | - 0.016 0.031 ad + | 0.048 | 0.036 | ||
| ≥2.375 ad 6,625 | 0,020d | Quia 0.015D | ||||
| + 0.0075D | - 0.016 ad + 0.063 | D / T≤75 | D / T≤75 | |||
| Per consensum | Per consensum | |||||
| > 6,625 ad 24,000 | + 0.0075D | +/- 0.0075D sed max of 0.125 | +/- 0.005D, sed max of 0.063 | 0.020d | 0.015D | |
| > XXIV ad LVI | +/- 0.01d | +/- 0,005d sed max de 0.160 | +/- 0.079 | +/- 0.063 | 0,015D sed Max autem 0.060 | 0,01d et max of 0.500 |
| Enim | Enim | |||||
| D / T≤75 | D / T≤75 | |||||
| Consensio | Consensio | |||||
| enim | enim | |||||
| D / T≤75 | D / T≤75 | |||||
| > LVI | Constat | |||||
| A. In tibiarum finem includit longitudinem IV in comedit uterque pipe extremitates | ||||||
| b. Nam Pipe Tolerantia applicare ad T≤0.984in et tolerances ad densior fistula erit quod convenerit | ||||||
| c. Nam expanded pipe cum d≥8.625in et non-expanded pipe, diametrum tolerantia et ex-of-rotunditatem tolerantia determinari potest usus in ratione intra diameter vel metiri intra diameter quam certum est. | ||||||
| d. Nam determinandum obsequio diametri tolerantia, tibia diameter definitur ut circumferentia tibia in aliquo plano circumferentialis dividat Pi. | ||||||
| Muro crassitudine | A tolerances est |
| T pollices | pollices |
| Smls pipe b | |
| ≤ 0.157 | -1.2 |
| > 0.157 ad <0.948 | + 0.150T / - 0.125T |
| ≥ 0.984 | + 0,146 aut + 0.1t, quicquid est maior |
| - 0.120 aut - 0.1t, quod est maior | |
| C, d Fistula | |
| ≤ 0.197 | +/- 0.020 |
| > 0.197 ad <0.591 | +/- 0.1t |
| ≥ 0.591 | +/- 0.060 |
| A. Si emptio ordinem dat speciem minus tolerantia in muro crassitudine minor quam applicabiles valorem in hac mensa plus tolerantia murum crassitudine augetur moles sufficienti ponere locum tolerantia. | |
| b. Pipe cum D≥ 14.000 in et T≥0.984in, murum crassitudine tolerantia localiter excedat plus tolerantia pro muro crassitudine per additional 0.05t provisum est plus tolerantia Missam non exceditur. | |
| c. Plus tolerantia murus Thickens non applicare ad Weld Area | |
| d. Vide plenus API5L f plenus details | |
Test hydrostatic
Pipe sustinere hydrostatic test sine leakage per weld rima vel tibia corporis. Iacilibus postulo non esse hydrostatic probata providere pipe sectiones usus est feliciter probata.
Test Test
Nulla rimas fieri in omni parte in test pars et non aperire de Weld erit.
Test Flattening
Acceptatio criteria ad adulatione test erit:
- Ew Pipulis d <12,750 in:
- X60 cum T 500in. Ibi erit nullum ostium de weld ante spatium inter laminas est minus quam LXVI% de originali extra diameter. Omnes gradus et murum, L%.
- Nam pipe cum a d / T> X, ibi erit nullum ostium de weld ante spatium inter laminas est minus quam XXX% de originali extra diameter.
- Nam aliis magnitudinum referre ad plenumAPI 5LSpecification.
CVN impulsum test pro PSL2
Multi PSL2 pipe magnitudinum et grades eget cnn. Seamless pipe est temptavit in corpore. Scuta pipe est esse probata in corpore, pipe weld et calor, affectus zone. Ad plenumAPI 5LSpecification ad chart magnitudinum et grades et requiritur absorbetur industria values.
