Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. InspectorByDay

    UG-36(a)(1): Twisting moment of elliptical opening

    Question: Per UG-36(a)(1): "When the long dimension of an elliptical or obround opening exceeds twice the short dimensions, the reinforcement across the short dimensions shall be increased as necessary to provide against excessive distortion due to twisting moment." What is the twisting...
  2. InspectorByDay

    Fatigue evaluation of stacked heat exchanger

    The issue is contractual, not a Code issue. I do believe that the HX meets the requirements of VIII-1 with the analysis on the one component. You specified Section VIII-2 be used for fatigue analysis and my guess is that the Manufacturer is claiming exception based on Paragraphs 5.5.2 of...
  3. InspectorByDay

    MAWP Jacket

    Get an "R" -stamp holder to perform a Alteration re-rating of the vessel. Just run the calcs for the pressure/temp you are wanting and have a CI sign off on it.
  4. InspectorByDay

    UW-12(d) interpretation

    If there are no welds then there are no weld categories or joint types. If there are no weld categories or joint types, UW-12(d) would not apply since you having nothing which puts you into UW-11(a)(5)(b). E = 1 for the channel shell. The tube sheet ligament efficiency will be per Part UHX...
  5. InspectorByDay

    Pressure Vessel Design for Isostatic Pressing

    jte I agree. Making a Design Spec. mandatory in VIII-1 would solve the lingering doubt over whether UG-22 loadings have been sufficiently addressed by the Certificate Holder. It seems VIII-1 has always considered such due diligence to be a contractual issue rather than a Code issue, which I...
  6. InspectorByDay

    ASME section 1 boiler low level cut offs

    You can also check CSD-1; Controls and Safety Devices for Automatically Fired Boilers for the ASME recommendation. Look in Appendix D. Many Jurisdictions use this as a guide.
  7. InspectorByDay

    UW-12(d) interpretation

    muld0020, I'm not entirely sure I understand the design you describe, but for seamless tubing which does not contain the welds described in UW-11(a)(5)(b) the requirements for spot radiography in UW-12(d) would not apply and would allow E = 1 for you circumferential stress calcs. Regards.
  8. InspectorByDay

    Pressure Vessel Design for Isostatic Pressing

    Justolejim, The 3000 psi pressure mentioned U-1(d) is not a design limitation of VIII-1, but rather a parameter beyond which it might not fully address design issues. Keep reading the rest of the paragraph you cited and you will see that design pressure above 3000 psi does not preclude Code...
  9. InspectorByDay

    Pressure Vessel Design for Isostatic Pressing

    Almost forgot, but if you are interested in obtaining your own Certificate of Authorization I recommend getting in touch with a well-reputed Authorized Inspection Agency such as HSB Global Standards (http://www.hsbct.com). An AIA can provide you with lots of good information. I will caution...
  10. InspectorByDay

    Pressure Vessel Design for Isostatic Pressing

    solidpoly, You are correct, you will not have to meet Section VIII Division 3. Here are the pros and cons of each Division: VIII-1: Pros: Cheaper Proven viability Thousands of U-stamp Manufacturers available Cons: Cook booked Thicker, heavier wall thicknesses (typically) Fatigue not...
  11. InspectorByDay

    Pressure Vessel Design for Isostatic Pressing

    You know, you can use any of the divisions (1, 2, or 3) from Section VIII to design a pressure vessel. Code even mentions that each subsequent division does not intend to place a limit on the preceding one. Having said that, for isostatic processes (which are typically beyond the 10 ksi...
  12. InspectorByDay

    Pressure Vessel Design for Isostatic Pressing

    solidpoly, Yes, it is probably best to apply the rules of Division 2 to this design. You can use Division 1, but you might have to take into consideration some additional loadings that are not addressed in that Code. If this is going to be a Code-stamped item, you are going to want to make...
  13. InspectorByDay

    nonpressure part attach to pressure part by welding

    kevinkzh, Basically, Code is allowing you to use material that is not listed in either Tables HF-200 or HC-200 for non-pressure retaining parts. If you opt for this route, then you must take the following under consideration: Material used for non-pressure parts must of weldable quality: How...
  14. InspectorByDay

    09A Slip-On Fillets & Setback UW-21

    All, Yes, this is an error which did not get caught prior to final printing. The new weld dimension requirements in UW-21 were extracted from B31.1 and should mirror them in the upcoming Errata. In the meantime, BradLancour is correct: 1.4tmin should read 1.4tn. Xmin = 1.4tn or thickness of...
  15. InspectorByDay

    Nozzle weld seam efficiency

    Jordan123, If this is welded pipe with no Category B or C butt welds, the requirements of UW-11(a)(5)(b) do not apply and you could use E = 1 as directed by UW-12(e) and UW-12(d) for your UG-27(c)(1) calculations. If this a rolled plate nozzle the joint efficiency would be from Table UW-12 for...

Part and Inventory Search

Back
Top