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api 5l x52 ybield stress

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api 5l x52 ybield stress

  1. Showing results for api 5l x52 yield stress.
    No results found for api 5l x52 ybield stress.
  2. api 5l x52 ybield stress API 5L X Grades: X52 X56 X60 X65 X70 Welded & Seamless ...

    The API SPEC 5L specification provides standards for pipe suitable for use in conveying gas, water, and oil in the natural gas and oil industries. The API SPEC 5L covers seamless and welded steel line pipe.

    • API 5L X52 · API 5L X65 · API 5L X70 · API 5L X60 · API 5L X56
  3. api 5l x52 ybield stress API 5L Line Pipe Physical Properties, Yield Strength ...

    11 rows · API 5L Line Pipe Physical Properties. Line pipe mechanical testing usually omits Reduction …

    • API 5L GRADEYIELD STRENGTH MI…TENSILE STRENGTH MIN. (KSI)ELONGATION MIN. %1
      A304828
      B356023
      X42426023
      X46466322
      See all 11 rows on www.woodcousa.com
  4. api 5l x52 ybield stress API 5L X52 Pipe Fittings API 5L X 52 Large Stock

    Grade X52 indicates 52000 PSI minimum yield strength and 66000 PSI minimum ultimate tensile strength. API Standard Specification for Line Pipe. The American Petroleum Institute specification API 5L addresses seamless and welded steel line pipe for pipeline transportation systems in the petroleum and natural gas industries. API 5L is suitable for conveying gas, water, and oil.

  5. api 5l x52 ybield stress API 5L X52 Steel Line Pipe Specification and Sizes, Strength

    API 5L X52 pipe is also L360 pipe (Line Pipe in 360 Mpa yield strength). It is a medium grade in the API 5L and ISO 3183 specifications, used for the oil and gas transportation systems in the pipeline systems. X52 pipe pressure rating (Mechanical Strength) for seamless and ERW, LSAW types. API 5L grade X52 (L360 pipe) the yield strength minimum at 52220 Psi 360 Mpa, it’s the meaning that we call this grade in the API 5L X52

  6. api 5l x52 ybield stress API 5L Seamless Line Pipe | X52 Grade Steel Pipe | API5L ...

    Grades covered by this specification are A25 ,A ,B (and the following “X” Grades), X42, X46, X52, X56, X60, X65, X70, X80. The two digit number following the “X” indicates the Minimum Yield Strength (in 000’s psi) of pipe produced to this grade. Federal Steel Supply stocks a full range of API 5L X52 PSL-1 & PSL-2 line pipe in seamless.

  7. api 5l x52 ybield stress API 5L Line Pipe Physical Properties, Yield Strength ...

    API 5L Line Pipe Physical Properties. Line pipe grade designations come from API Spec 5L Specification for Line Pipe. Standard Line Pipe has grade designation A and B. Stronger grades have the designation X followed by the specified minimum yield strength of the pipe steel, measured in kilopounds per square inch (abbreviated ksi), e.g. X60 for pipe having a minimum yield strength of 60 ksi.

  8. api 5l x52 ybield stress What is the meaning of API 5L x52 pipe steel? - Quora

    Jan 16, 2019 · The nominal pipe sizes are 1/2" to 48 " O.D. and available in 2 product specification level i.e. API 5L X52 PSL 2 and API 5L X52 PSL 1. The API 5l grade x52 carbon steel pipe is mostly used in Oil Refineries, Power Generation (Nuclear/Thermal), Boiler Equipment, Petrochemicals, Pressure Vessels and General Engineering Purposes.

    What's the meaning of API 5L for line pipe?Oct 07, 2018
    What is the meaning of X,5L,PSL-1,PSL-2 in API 5L ...Jan 03, 2018
    What does 5L stand for in specifications of steel pipes ...
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  9. api 5l x52 ybield stress Allowable stress for API 5L materials in ASME VIII ...

    Oct 26, 2006 · Allowable stress for API 5L materials in ASME VIII calculations. Allowable stress for API 5L materials in ASME VIII calculations. ... I presume you are at least talking about a vessel whose design temperature is ambient and that the "or 2/3 yield" part of the allowable stress basis doesn't apply and that compressive stresses do not govern. ...

    gbratis; Is this pipe for new construction of a pressure vessel or to repair/alter an existing pressure vessel??
    Suggest you get a MTR for this stick of pipe. API 5L covers about 10~15 different types,some may be OK,some not. Sometimes this pipe is dual marked such as API 5L/SA-106B ASME or API 5L/SA-53EB ASME,it could be a type F,or not marked for ASME at all. The Grade and Type of a stick of API pipe may be ASME acceptable and maybe not. You must always be very careful. Read the "Forward" of any Code section for guidence. Cross reference the material specs. in Sec II A. Do your homework----if in doubt do not use it.
    I guess I'm a bit confused: Quote (gbratis): ...I've used an API 5L X 65 pipe to lower the calculated thickness of the vessel. followed by Quote (gbratis): The crucial thing is to obtain the allowable stress value for this material.There is no ASME II part D material index for this pipe so I'll have to estimate one. seems to be contradictory. How can you already have lowered the calculated thickness of the vessel if you haven't yet figured out the allowable tensile stress? I presume you are at least talking about a vessel whose design temperature is ambient and that the "or 2/3 yield" part of the allowable stress basis doesn't apply and that compressive stresses do not govern. Further, you have no intention to code stamp this vessel - you are only using ASME VIII as a guideline. If so, then using the specified minimum UTS divided by 3.5 is not an unreasonable approach to developing a tensile design stress. I'd stay away from using MTR values for a couple of reasons: Your calc's may be used later by someone else who presumes that the MTR value for your vessel is equal to or lower than the MTR UTS for their vessel. Second, how do you deal with it when the time comes to repair the vessel and the original material isn't available. The savings for going with MTR values instead of specified minimum values can't be that great. jt
    2
    jte: Good point!
    It is not advisable to use material that not listed in section II of ASME BPV Code. If you insist to do that, approach it with extreme caution. Review UG-10(a) that seems to be the most applicable to your case and ensure you can use the material on the vessel at all. If it can be used it needs to be recertified. All this was written under assumption that you are building an ASME VIII vessel for a regulated jurisdiction. If there is a local variance approved for API material, just go for it. Putting Human Factor Back in Engineering
    1
    Thanks everybody, Jte to clarify things up I'm adding some remarks on your original post : I presume you are at least talking about a vessel whose design temperature is ambient (No) and that the "or 2/3 yield" part of the allowable stress basis doesn't apply (We are not performing test at known condition so as to compare information with similar materials) and that compressive stresses do not govern ( I cant understand the meaning of the term "compressive stresses"). Further, you have no intention to code stamp this vessel (No) - you are only using ASME VIII as a guideline (Correct). If so, then using the specified minimum UTS divided by 3.5 is not an unreasonable approach to developing a tensile (no tensile-max allowable) design stress. I'd stay away from using MTR (Sorry I dont know what MTR stands for) values for a couple of reasons: Your calc's may be used later by someone else who presumes that the MTR value for your vessel is equal to or lower than the MTR UTS for their vessel. Second, how do you deal with it when the time comes to repair the vessel and the original material isn't available (It is a circumstance, unlikely to happen). The savings for going with MTR values instead of specified minimum values can't be that great. As for Very Picky I believe that the ASME VIII vessel is not intended for o regulated juristiction.Even though I dont seem to understand the term "local variance" I believe that I can proceed with my estimation. If local variance has to do with the third party inspector sanction of my approch then I assume that everything is ok. I'm I right?
    MTR is the Materials Test Report defining the actual tensile properties obtained from coupons taken from the heat of material per the API 5L Specification. In terms of using ASME VIII, Div. 1 as a guide for design, the appropriate tensile strength to use is the Specified Minimum Tensile Strength per API 5LX-65, not the value shown on the MTR.
    1
    Quote: I presume you are at least talking about a vessel whose design temperature is ambient (No) If your design temperature is not ambient - which is the temperature at which either the MTR (see above post by Stan) is obtained or the SMUTS (specified minimum ultimate tensile stress) or SMYS (… yield stress) is specified - then how do you plan to develop allowable stresses which correspond to your design temperature? Quote: and that the "or 2/3 yield" part of the allowable stress basis doesn't apply (We are not performing test at known condition so as to compare information with similar materials) Ummm… see above comments… You better be confident here. Allowable stresses of commonly used ASME SA carbon steels are governed by the "or 2/3 yield" criteria at temperatures as low as 600 deg F. Quote: and that compressive stresses do not govern ( I cant understand the meaning of the term "compressive stresses"). I really hope this is a language / translation issue and not an engineering knowledge issue. By compressive stress I mean a stress which tends to force the material together. If a tensile (pulling apart) stress has a positive sign then a compressive stress is negative. Quote: Further, you have no intention to code stamp this vessel (No) - you are only using ASME VIII as a guideline (Correct). Good. Quote: If so, then using the specified minimum UTS divided by 3.5 is not an unreasonable approach to developing a tensile (no tensile-max allowable) design stress. If you don't recognise that there are several "max allowable" stresses in any ASME VIII vessel then I'd question your ability to safely design one. See second quote above for one example. Quote: I'd stay away from using MTR (Sorry I dont know what MTR stands for) See Stan's explaination in the above post. Quote: Second, how do you deal with it when the time comes to repair the vessel and the original material isn't available (It is a circumstance, unlikely to happen). By original material, I mean the exact twin of the material from which the vessel was fabricated - same mill run / heat. Unless this vessel will be thrown out when it wears out it will need some repair someday. That repair may use another API 5L pipe or weld build up which has lower MTR values thus invalidating your design if you based your design on your current MTR values instead of specified minimum values. Only by then the paperwork will be lost and nobody will know that the repair does not meet the original design. (I'm such a pessimist! Can't claim to be "born in the trenches" but I've been in 'em.) Quote: As for Very Picky I believe that the ASME VIII vessel is not intended for o regulated juristiction.Even though I dont seem to understand the term "local variance" I believe that I can proceed with my estimation. If local variance has to do with the third party inspector sanction of my approch then I assume that everything is ok. I'm I right? What Mr. (or Ms.?) Picky is referring to is that you need to check with the local authorities to see what they require for pressure vessel design and construction. In the USA some states require that vessels be built to ASME VIII or another "equivalent" code (to allow for foreign code use) while some states have no requirements and leave it to the individual owner/user/designer/fabricator to decide how to design and build a vessel. Basically, Mr. Picky is pointing out that you'd better check your approach with the folks who can put you out of business or in jail before you proceed. jt
    very hard topic, i would lower 25% of that of the a106/a53 Smls or a53E pipe as as the api pipe form of construction, why: api pipe locks an NDE test and that makes it unfit for ASME Construction. it can not be used in ASME Construction and be careful of asking around: The National Bd or the Jurisdiction can recall your vessel... it is that serious... genb
    1
    gbratis variance is a deviation from a code granted by local authority as a blanket or for a specific purpose. It can be issued for any code requirement: insppection, test, design, material etc. In regions regulated by jurisdictions those jurisdictions specify design, fabrication and testing codes-criteria and also, specify any deviations from them - hence "variance". Putting Human Factor Back in Engineering
    ASME B31.3 CHPT IX API 5L X60Oct 16, 2012
    Allowable Stress for Pipe Spec API 5L Gr. X42Apr 11, 2007
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  10. api 5l x52 ybield stress API 5L pipe specifications | American Piping Products

    • Scope
    • Process
    • Chemical Requirements
    • ANSI / API 5L specifies the manufacture of two product levels (PSL1 and PSL2) of seamless and welded steel pipe for the use of a pipeline in the transportation of petroleum and natural gas. For material use in a sour service application, refer to Annex H; for offshore service application, refer to Annex J of API 5L 45th Edition.
    See more on amerpipe.com
  11. api 5l x52 ybield stress ERW Standard and Line Pipe Grades - Continental Steel ...

    Grade A Carbon Steel (ASTM A53, A523, API 5L PSL1 ) Minimum Yield Strength: 30,000 psi: Maximum Yield Strength: None: Minimum Tensile Strength: 48,000 psi

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