Inconsutilem APISPEC5L-MMXII Sinis Carbon Mors Versus Pipe 46th edition, et Manufacturer amet a | aurum Sanon
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Inconsutilem APISPEC5L-MMXII Carbon Mors Versus Pipe 46th edition

Description:

Quia qualis princeps seamless pipeline onerariis et usum olei, vapor et aqua e terra, et super oleum industria inceptis in Gas pipeline


  • Payment: XXX% depositum LXX% L / B et C / L% C exemplum aut L / C Quo conspecto
  • Min.Order Price: I PC
  • Facultates copiam: Annual 20000 Tons Inventory of Steel Pipe
  • Ne tempus: 7-14 In Stock nisi dies, 30-45 dies ad producendum
  • Sarcina: Niger evanescente omni cap coneris et tibiam In opus ad stipant 219mm OD sub fasce sarmentorum aliquantam, et inter se non excedunt II tons.
  • Product Detail

    FAQ

    Product Tags

    Overview

    Latin: API 5L

    Group gradus: etc Gr.B X42 X52 X60 X65 X70

    Crassitudine: I - C mm

    Diametrum exterioris (Oval) X - M mm

    Longitudinis et certo demum temere

    Figura sectione: Rotundus

    Locus originis: Sinis

    Certification: ISO9001, MMVIII

     

    Aut non Alloy: Non potuisse adparuerit, Carbon

    Application: Latin Pipe

    Superficiem treatment: sicut mos est scriptor requirens

    Ars Hot Rolled

    Calor curatio: Normalizing

    Specialis Pipe: High PSL2 vel gradu Pipe

    Usus: Construction, pipe Liquor

    Test: NDT / CNV

    application

    In pipeline hoc oleum usus ad traiceret, vapor et aqua e terra, et super oleum industria inceptis in Gas pipeline

    Romani pelagus

    Per canalem lineam 5L API gradus ferrum Gr.B X42 X52 X60 X65 X70

    eget Component

     Ferro Romani (Nomen ferro) Fractura Missam: Analyses Product Ex ex calore mundi sit: g%
    C mn P S V Mo TI
    b max b max min max max max max max
    seamless Pipe
    L175 et A25 0,21 0,60 - 0.030 0.030 - - -
    Aut L175P A25P 0,21 0,60 0.045 0.080 0.030 - - -
    L210 A uel 0,22 0,90 - 0.030 0.030 - - -
    L245 vel 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 e 0.28 e 1,40 - 0.030 0.030 f f f
    L450 aut X65 e 0.28 e 1,40 - 0.030 0.030 f f f
    L485 aut X70 e 0.28 e 1,40 - 0.030 0.030 f f f
    Welded Pipe
    L175 et A25 0,21 0,60 - 0.030 0.030 - - -
    Aut L175P A25P 0,21 0,60 0.045 0.080 0.030 - - -
    L210 A uel 0,22 0,90 - 0.030 0.030 - - -
    L245 vel 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 e 0.26 e 1,40 - 0.030 0.030 f f f
    L450 aut X65 e 0.26 e 1,45 - 0.030 0.030 f f f
    L485 aut X70 e 0.26 e 1,65 - 0.030 0.030 f f f

    a 0,50% C ≤; ≤ m 0,50%; Cr ≤ et Mo ≤ 0.50% 0.15%.

    b quia per reductionem 0.01% sub certa maximum incumbo in ipsum, augmentum 0,05% super certa maximum incumbo in M ​​licet, usque ad maximum a 1,65% ad grades ≥ L245 et B, sed ≤ L360 aut X52, usque ad maximum a 1,75% ad grades> L360 aut X52, sed <et L485 X70, et usque ad maximum a 2.00% enim Romani aut L485 X70.

    c, nisi aliter convenerit: Nb ≤ V + 0.06%.

    Ti ≤ V + d + $ 0.15 Mo%.

    e, nisi aliter convenerit.

    f, nisi aliud convenerit, NB, Ti ≤ V + 0.15%.

    licet etiam ex certa scientia non est g B et B RELICTUM ≤ 0.001%.

    mechanica Property

     

     

     

    Romani pipe

     Inconsutilem pipe Corpus et Welded pipe Weld quarterium vij busshelli EW, LW, vidi, et BOSpipe
    Tradite eorum Fortis est 

    R t0.5

    Tensile vires est 

    R m,

    elongation(on 50 mm or 2 in.)

    A f

    Tensile vires b  

    R m,

    MPa (psi) MPa (psi) % MPa (psi)
    min min min min
    L175 et A25 CLXXV (25,400) CCCX (45.000) c CCCX (45.000)
    Aut L175P A25P CLXXV (25,400) CCCX (45.000) c CCCX (45.000)
    L210 A uel CCX (30,500) CCCXXXV (48,600) c CCCXXXV (48,600)
    L245 vel 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 For intermediate grades, the difference between the specified minimum tensile strength and the specified minimum yield strength for the pipe body shall be as given in the table for the next higher grade.b For intermediate grades, the specified minimum tensile strength for the weld seam shall be the same value as was determined for the pipe body using footnote a).

    minimum in distantia certa c, A f: expressit percent in proximo se recepit percent et rotundas, et erit determinari per aequationem sequenti:

     

    ubi

    C is 1940 for calculations using SI units and 625,000 for calculations using USC units;

    A XC est applicabilis distrahentes pars test crucem-Lorem area, quadratum expressit in millimetrorum (pollices quadrata), quod sequitur:

    I) circularis crucem pro test-pieces sectionem, CXXX mm2 (0.20 in.2) ad 12.7 mm (0.500 apud.) Et 8.9 mm (0.350 apud.) Diameter test pieces; LXV mm2 (0.10 in.2) pro 6.4 mm (0.250 apud.) Diameter test pieces;

    II) in test pieces full-sectione, et luminare minus ab a) CDLXXXV mm2 (in.2 0,75) et b) ex crucem-Lorem area de test pars, quae est certa foris per diametri ad certa ad murum crassitudine et tibia canentium, item ex proximis primi mm2 basaliter rotundata ad X (in.2 0.01);

    III) in test pieces habena et luminare minus ab a) CDLXXXV mm2 (in.2 0,75) et b) ex crucem-Lorem area de test pars regionibusque accepta ex certa latitudo luminis fiat in usus et ex certa pars test fistulam murum crassitudine rotundum in proxima mm2 X (in.2 0.01);

    U is the specified minimum tensile strength, expressed in megapascals (pounds per square inch).

    Diam foras extra murum crassitudine rotun

    Certa et extra D diameter (in) TOLERATIO diameter, z pollices Out-of-sunt in rotunditas Tolerantia
    Nisi finis fistulae Pipe finis a, b, c Praeter finem a pipe Pipe finis a, b, c
    SMLS Pipe Welded Pipe SMLS Pipe Welded Pipe
    <2.375 -0,031 ad 0.016 + - 0.031 ad 0.016 + 0.048 0.036
    ≥2.375 ad 6,625 quia 0.020D quia 0.015D
    +/- 0.0075D - 0.016 ad 0.063 +  D / t≤75   D / t≤75
    Per pactum Per pactum
    > 24.000 ad 6,625 +/- 0.0075D +/- 0.0075D, sed de 0.125 max +/- 0.005D, sed de 0.063 max 0.020D 0.015D
    > XXIV ad LVI +/- 0.01D +/- 0.005D non max ex 0.160 0.079 +/- 0.063 +/- Quia non max ex 0.060 0.015D Quia non max ex 0.500 0.01D
    quia quia
      D / t≤75   D / t≤75
    CONPECTO CONPECTO
    quia quia
      D / t≤75   D / t≤75
          > LVI                                                                            Ut dictum est
    a. Tibiæ finis includit in se comedit in longitudinem IV ultima organi
    b. Nam SMLS applicare tolerantia ad t≤0.984in et tibia canentium, et densior ob tolerances pipe fuerit, ut dictum est,
    c. Nam cum expanded pipe D≥8.625in et non-pipe dilatata, diametrum tolerantia et ex-of-tolerantia corporis rotunditatem aliter poterit determinari, ut intus per rationem diametri ad diametrum intra metiri uel potius quam certa OD.
    d. Ad determinandum obsequio ut diam tolerantia, ibi tibia diameter est circumferentia pipe defined as in omni circumflex planum divides Ps.

     

    murum crassitudine et tolerances
    t pollices pollices
    B SMLS pipe
    0.157 ≤ -1.2
    > 0.157 ad <0.948 0.150t + / - 0.125t
    ≥ 0,984 + + 0.1t 0.146 vel quaelibet maior est
        - 0.120 or - 0.1t, utrum maior est
    Welded pipe c, d
    0.197 ≤ 0.020 +/-
                                > 0.197 ad <0.591 0.1t +/-
    0.591 ≥ 0.060 +/-
    a. Si minus emptio ordinis specificat locum minorem valorem tolerantia crassitudo murum in hac tabula plus tolerantia et latitudinem muri locum tenere patientiam rhoncus quantum auxerat.
    b. 14.000 Nam et tibia D≥ t≥0.984in murum crassitudine parietis crassitudinem tolerantia tolerantia loco plus excedit 0.05t addita modo non excedere massa plus tolerantia.
    c. Plus tolerantia non competit thickens muri parte pugil
    d. API5L amet enim videre plenum full details

    tolerantia

    Necessitas test

    test hydrostatic

    Nisi sit amet ultrices hydrostatic per fistulam pugil summa vel prohibere poterat corpus. Jointers providere ne sit probata in hydrostatic pipe sectiones bene usi sunt temptavit.

    test Subjicite

    Sonat rogisque adustas non fuerit aliqua pars aquae in test fieri, in fragmen et in foramen super CONFERRUMINO fieri.

    test flattening

    Criteria acceptatio adulatione test erit:

    • Tibiæ resonabit, EW D <12,750 in:
    • T cum 500in X60. Non erit ibi foramen per CONFERRUMINO coram spatium inter tabulatis hoc LXVI% minus quam originale et extra unius diametri. Omnes gradus muri L%.
    • Nam cum pipe D / T> X, non ibi erit CONFERRUMINO foramen in XXX% minus quam ante spatium inter laminas est de originali extra diam.
    • Quia alia referuntur ad plenam magnitudinum API 5L infiniti.

    Itaque CVN test impulsum ad PSL2

    Multi PSL2 pipe magnitudinum et grades requirere CVN. Tibia corporis inconsutilem tentari. Welded pipe ut sit probata in corpore, et æstus-pipe pactionem litteras maiusculas minusculasque zona. Quaere in pleno determinatio ad chart API 5L magnitudinum et grades in totus requiritur industria et animationem.

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