API 5L GRADUS B TUBA

Description:

Nomen: API 5L Grade B Pipe

API 5L vexillum maxime populare est pro fistula recta ab Instituto Amercian Petroleum evoluta.Eodem tempore, ISO3183 et GB/T 9711 vexillum internationale sunt et vexillum Sinensium pro fistula recta distinctum.Lineam tibiam efficere possumus secundum omnia tria supradicta signa.

Vestibulum type: SMLS, ERW, LSAW, SSAW/HSAW

Diametri exteriores: 1/2"- 60"

Crassitudo: SCH 20, SCH 40, SCH STD, SCH 80 ad SCH 160

Longitudo: 5 - 12 meter

Product Specification Level: PSL1, PSL2, Sour Services

Ends: Plane, Beveled

Coatings: FBE, 3PE/3LPE, Pictura nigra, Varnished

Mitte ad nos inscriptio whatsapp Amy@jindalaisteel.com

Product Detail

Product Tags

Classification per productionem modum

Seamless
iuncta

Classification per modum glutino

ERW
SAWL
SSAW

Magnitudo scope

Type	OD	Crassitudo
inconsutilem	33.4-323.9mm (1-12 in)	4.5-55mm
ERW	Ø21.3-609.6mm (1/2-24 in)	8-50mm
SAWL	457.2-1422.4mm (16-56 in)	8-50mm
SSAW	Ø219.1-3500mm (8-137.8 in)	6-25.4mm

Aequivalent gradus

Standard	Gradus
API 5L	A25	Gr A	GrB	X42	X46	X52	X56	60	65	70
GB/T 9711 ISO 3183	L175	L210	L245	L290	L320	L360	L390	L415	L450	L485

Chemical compositione

Compositio chemica pro PSL 1 fistula cum t ≤ 0.984"

Steel Gradus	Missae fractio, % secundum calorem et productum analyses a,g
	C	Mn	P	S	V	Nb	Ti
	max b *	max b *	max	max	max	max	max
Inconsutilem Pipe
A	0.22	0.9	0.3	0.3	-	-	-
B	0.28	1.2	0.3	0.3	c, d*	c, d*	d
X42	0.28	1.3	0.3	0.3	d	d	d
X46	0.28	1.4	0.3	0.3	d	d	d
X52	0.28	1.4	0.3	0.3	d	d	d
X56	0.28	1.4	0.3	0.3	d	d	d
X60	0.28 e	1.40 e	0.3	0.3	f	f	f
X65	0.28 e	1.40 e	0.3	0.3	f	f	f
X70	0.28 e	1.40 e	0.3	0.3	f	f	f
iuncta Pipe
A	0.22	0.9	0.3	0.3	-	-	-
B	0.26	1.2	0.3	0.3	c, d*	c, d*	d
X42	0.26	1.3	0.3	0.3	d	d	d
X46	0.26	1.4	0.3	0.3	d	d	d
X52	0.26	1.4	0.3	0.3	d	d	d
X56	0.26	1.4	0.3	0.3	d	d	d
X60	0.26 e	1.40 e	0.3	0.3	f	f	f
X65	0.26 e	1.45 e	0.3	0.3	f	f	f
X70	0.26e	1.65 e	0.3	0.3	f	f	f

a.Cu ≤ = 0.50% Ni;≤ 0.50%;Cr ≤ 0.50%;et Mo ≤ 0,15%;
b.Pro unaquaque reductione 0.01% infra determinatum maximum concentratio carbonis, augmentum 0.05% supra determinatum maximum retrahitur pro Mn licet, usque ad maximum 1,65% pro gradibus ≥ L245 vel B, sed ≤ L360 vel X52;usque ad maximum of 1.75% pro gradibus L360 vel X52, sed
c.Nisi aliter convenerit NB + V ≤ 0.06%,
d.Nb + V + TI ≤ 0.15%;
e.Nisi aliter convenerit.
f.Nisi aliter convenerit, NB + V = Ti ≤ 0.15%;
g.Nulla additio deliberata de B permittitur et residua B ≤ 0.001%

Chemical Compositio pro PSL 2 fistula cum t ≤ 0.984

Steel Gradus	Missae fractio, % secundum calorem et productum analyses										Carbon Equivalent
	C	Si	Mn	P	S	V	Nb	Ti	Other	CE IIW	CE Pcm
	max b *	max	max b *	max	max	max	max	max	Other	max	max
Inconsutilem Pipe
BR	0.24	0.4	1.2	0.024	0.014	c	c	0.04	e, l*	0.43	0.25
X42R	0.24	0.4	1.2	0.024	0.014	0.06	0.05	0.04	e, l*	0.43	0.25
BN	0.24	0.4	1.2	0.024	0.014	c	c	0.04	e, l*	0.43	0.25
X42N	0.24	0.4	1.2	0.024	0.014	0.06	0.05	0.04	e, l*	0.43	0.25
X46N	0.24	0.4	1.4	0.024	0.014	0.07	0.05	0.04	d, e, l*	0.43	0.25
X52N	0.24	0.45	1.4	0.024	0.014	0.1	0.05	0.04	d, e, l*	0.43	0.25
X56N	0.24	0.45	1.4	0.024	0.014	0.10f	0.05	0.04	d, e, l*	0.43	0.25
X60N	0.24f	0.45f	1.40f	0.024	0.014	0.10f	0.05f	0.04f	g, h, l*	Ut dictum est
BQ	0.18	0.45	1.4	0.024	0.014	0.05	0.05	0.04	e, l*	0.43	0.25
X42Q	0.18	0.45	1.4	0.024	0.014	0.05	0.05	0.04	e, l*	0.43	0.25
X46Q	0.18	0.45	1.4	0.024	0.014	0.05	0.05	0.04	e, l*	0.43	0.25
X52Q	0.18	0.45	1.5	0.024	0.014	0.05	0.05	0.04	e, l*	0.43	0.25
X56Q	0.18	0.45f	1.5	0.024	0.014	0.07	0.05	0.04	e, l*	0.43	0.25
X60Q	0.18f	0.45f	1.70f	0.024	0.014	g	g	g	h, l*	0.43	0.25
X65Q	0.18f	0.45f	1.70f	0.024	0.014	g	g	g	h, l*	0.43	0.25
X70Q	0.18f	0.45f	1.80f	0.024	0.014	g	g	g	h, l*	0.43	0.25
X80Q	0.18f	0.45f	1.90f	0.024	0.014	g	g	g	i, j	Ut dictum est
X90Q	0.16f	0.45f	1.9	0.02	0.01	g	g	g	j, k	Ut dictum est
X100Q	0.16f	0.45f	1.9	0.02	0.01	g	g	g	j, k	Ut dictum est
iuncta fistula
BM	0.22	0.45	1.2	0.024	0.014	0.05	0.05	0.04	e, l*	0.43	0.25
X42M	0.22	0.45	1.3	0.024	0.014	0.05	0.05	0.04	e, l*	0.43	0.25
X46M	0.22	0.45	1.3	0.024	0.014	0.05	0.05	0.04	e, l*	0.43	0.25
X52M	0.22	0.45	1.4	0.024	0.014	d	d	d	e, l*	0.43	0.25
X56M	0.22	0.45f	1.4	0.024	0.014	d	d	d	e, l*	0.43	0.25
X60M	0.12f	0.45f	1.60f	0.024	0.014	g	g	g	h, l*	0.43	0.25
X65M	0.12f	0.45f	1.60f	0.024	0.014	g	g	g	h, l*	0.43	0.25
X70M	0.12f	0.45f	1.70f	0.024	0.014	g	g	g	h, l*	0.43	0.25
X80M	0.12f	0.45f	1.85f	0.024	0.014	g	g	g	i, j	.043f	0.25
X90M	0.1	0.55f	2.10f	0.02	0.01	g	g	g	i, j	-	0.25
X100M	0.1	0.55f	2.10f	0.02	0.01	g	g	g	i, j	-	0.25

a.SMLS t>0.787", CE limites ex pacto erunt. Limites CEIIW applicati fi C > 0.12% et fines CEPcm applicabunt si C ≤ 0,12%;
b.Pro qualibet reductione 0.01% infra certum maximum pro C, augmentum 0.05% supra maximum determinatum pro Mn licet, usque ad maximum 1,65% pro gradibus ≥ L245 vel B, sed ≤ L360 vel X52;usque ad maximum of 1.75% pro gradibus L360 vel X52, sed L555 vel X80.
c.Nisi aliter convenerit Nb = V ≤ 0.06%;
d.Nb = V = Ti ≤ 0.15%;
e.Nisi aliter convenerit, Cu ≤ 0.50%;Ni ≤ 0.30% Cr ≤ 0.30% et Mo ≤ 0.15%
f.Nisi aliter convenerit;
g.Nisi aliter convenerit, Nb + V + Ti ≤ 0,15%;
h.Nisi aliter convenerit, Cu ≤ 0.50% Ni ≤ 0.50% Cr ≤ 0.50% et MO ≤ 0.50%
ego.Nisi aliter convenerit, Cu ≤ 0.50% Ni ≤ 1.00% Cr ≤ 0.50% et MO ≤ 0.50%
j.B ≤ 0.004%,
k.Nisi aliter convenerit, Cu ≤ 0.50% Ni ≤ 1.00% Cr ≤ 0.55% et MO ≤ 0.80%
l.Omnes enim PSL 2 organi gradus, exceptis illis gradibus, cum nota j notatis, haec valent.Nisi aliter constat nulla adiectio voluntaria B permittitur et residua B ≤ 0.001%.

Mechanica proprietas API 5l

Requisita proventuum distrahentes Expertus PSL 1 Pipe

Pipe Grade	Cede fortitudo a	Robora distrahentes a *	Prolongatio	* b * fortitudo distrahentes
Pipe Grade	Rt0,5 PSI Min	Rm PSI Min	(in 2in Af% min)	Rm PSI Min
A	30,500	48,600	c	48,600
B	35,500	60,200	c	60,200
X42	42,100	60,200	c	60,200
X46	46,400	63,100	c	63,100
X52	52,200	66,700	c	66,700
X56	56,600	71,100	c	71,100
X60	60,200	75,400	c	75,400
X65	65,300	77,500	c	77,500
X70	70,300	82,700	c	82,700
a.Pro gradu intermedio, differentia inter vires distrahentes minimam determinatam et minimum determinatum cede pro organo corporis, erit pro gradu proximo superiori dato.
b.Gradibus intermediis, robur distrahens minimum determinatum ad commissurae firmae eadem erit ac determinata corpori utens pede nota a.
c.Determinata elongatio minima, Af, centesimis expressa et rotundata ad centesimam proximam, hac aequatione utens determinabitur;

Ubi C est 1 940 pro calculo utendo unitates Si et 625 000 ad calculum utendi USC unitates
Axc est applicabilis distrahens test fragmentum crucis-sectionalis, expressum in millimetris quadratis (uncis quadratis), ut sequitur
– Pro sectione transversali circulari frusta testium, 130mm2 (0.20 in2) pro 12.7 mm (0.500 in) et 8.9 mm (.350 in) diametris testarum fragmentis;et 65 mm2 (0,10 in2) pro 6.4 mm (0.250in) diametri test fragmentis.
– Pro sectione testium plena, minora a) 485 mm2 (0.75 in2) et b) transversalis sectionis area testiculi, adhibitis extra diametrum determinatis et parieti determinato crassitudine tibiae, ad rotundum. proxime 10 mm2 (0.10in2)
– Pro examinibus testium fragmentorum, minoris a) 485 mm2 (0.75 in2) et b) crucis-sectionalis areae testiculi, adhibitis certae latitudinis testi fragmentorum et parietis crassitiei tibiae determinato, rotundato. proxime X mm2 (0.10in2)
U est robur distrahens minimum determinatum, megapascalum expressum (libras per quadratum inch)

Requisita proventuum distrahentes probationes pro PSL 2 Pipe

Pipe Grade	Cede fortitudo a		Robora distrahentes a *		Ratio a, c	Prolongatio	D * fortitudo distrahentes
	Rt0,5 PSI Min		Rm PSI Min		R10,5IRm	(in 2in)	Rom (psi)
	Minimum	Maximum	Minimum	Maximum	Maximum	Minimum	Minimum
BR, BN,BQ,BM	35,500	65,300	60,200	95,000	0.93	f	60,200
X42,X42R,X2Q,X42M	42,100	71,800	60,200	95,000	0.93	f	60,200
X46N,X46Q,X46M	46,400	76,100	63,100	95,000	0.93	f	63,100
X52N,X52Q,X52M	52,200	76,900	66,700	110,200	0.93	f	66,700
X56N,X56Q,X56M	56,600	79,000	71,100	110,200	0.93	f	71,100
X60N,X60Q,S60M	60,200	81,900	75,400	110,200	0.93	f	75,400
X65Q,X65M	65,300	87,000	77,600	110,200	0.93	f	76,600
X70Q,X65M	70,300	92,100	82,700	110,200	0.93	f	82,700
X80Q,X80M	80,.500	102,300	90,600	119,700	0.93	f	90,600
a.Gradus medius, refer ad plenam API5L speciem.
b.pro gradibus > X90 refer ad plenam API5L specificationem.
c.Hic modus de pies cum D> 12.750 in
d.Pro gradibus intermediis, determinata vis tensilis minima pro commissurae firmae, tantundem erit quanti corporis organi utens pede determinato.
e.ad fistulam longitudinalem probationem requirentem, maximum robur fructificum erit ≤ 71,800 psi
f.Determinata elongatio minima, Af, centesimis expressa et rotundata ad centesimam proximam, hac aequatione utens determinabitur;

Ubi C est 1 940 pro calculo utendo unitates Si et 625 000 ad calculum utendi USC unitates
Axc est applicabilis distrahens examinis fragmentum crucis sectionis in area, expressa in millimetris quadratis (uncis quadratis), ut sequitur
– Pro sectione transversali circulari frusta testium, 130mm2 (0.20 in2) pro 12.7 mm (0.500 in) et 8.9 mm (.350 in) diametris testarum fragmentis;et 65 mm2 (0,10 in2) pro 6.4 mm (0.250in) diametri test fragmentis.
– Pro sectione testium plena, minora a) 485 mm2 (0.75 in2) et b) transversalis sectionis area testiculi, adhibitis extra diametrum determinatis et parieti determinato crassitudine tibiae, ad rotundum. proxime 10 mm2 (0.10in2)
– Pro examinibus testium fragmentorum, minoris a) 485 mm2 (0.75 in2) et b) crucis-sectionalis areae testiculi, adhibitis certae latitudinis testi fragmentorum et parietis crassitiei tibiae determinato, rotundato. proxime X mm2 (0.10in2)
U est robur distrahens minimum determinatum, megapascalum expressum (libras per quadratum inch
g.Valores inferiores fo R10,5IRm potest specificari per consensum
h.pro gradibus > x90 refer ad plenam API5L specificationem.