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  1. StaticPressure

    ASME PCC-2 Para. 3.1, Under-thickness of a raised face

    ASME B16.5 Para. 6.3.2 says a raised face may be removed from a raised face flange to convert it to a flat face flange, provided that the required dimension, tf, shown in Fig. 6 (Fig. II-6 of Mandatory Appendix II) is maintained. ASME PCC-2 Para. 3.1 says under-thickness of a raised face due to...
  2. StaticPressure

    API 650 Low Type Nozzle

    Hello Everyone, I have a 36” man-way close to the floor of an API 650 Tank. As per Fig. 5.8, we need to have a low type re-pad for the man-way, but the manufacturer says an ordinary (circular) re-pad is ok, as long as it provides the reinforcing required as per Para. 5.7.2 and distance between...
  3. StaticPressure

    API 650 Low Type Nozzle

    Hello Everyone, I have a 36” man-way close to the floor of an API 650 Tank. As per Fig. 5.8, we need to have a low type re-pad for the man-way, but the manufacturer says an ordinary (circular) re-pad is ok, as long as it provides the reinforcing required as per Para. 5.7.2 and distance between...
  4. StaticPressure

    Atmospheric tank ecovered with pressurized half-pipes

    Can we say an atmospheric tank externally covered with pressurized 3” half pipes (ASME VIII-1 – App. EE), is not a pressure vessel? Can I say tank’s shell and half pipes are making the pressurized containment with the diameter less than 6”, and so, as per U-1 (C)(2)(i), it is not a pressure...
  5. StaticPressure

    Applying Seismic Loads in Vessel Design by COMPRESS

    Does any body know why COMPRESS decreases the earthquake load for vertical vessels by 1/3, but does not do it for horizontal vessels (for example when NBC 2005 has been chosen)? I have noticed for both vertical and horizontal vessels, COMPRESS increases the allowable stresses as per UG-23(d) for...
  6. StaticPressure

    2+Cr-1 Mo-+ V-ASME Sec. VIII, Div 2 Vessel and Drilled Hole

    I have a 2¼Cr-1 Mo-¼ V Reactor, ASME Sec. VIII, Div 2 High Temperature/Pressure and Hydrogen Service. Material and fabrication must meet the requirements of API-934A. Considering sensitivity of this material regarding propagation of crack, and all the effort required to avoid crack during...
  7. StaticPressure

    Skirt vs. Legs for vertical pressure vessel

    Hello every one, I know skirts have better load distribution on the shell/bottom head, act better in cyclic services and less local stresses, and legs give better ventilation and better access to bottom nozzle. I would appreciate if anybody let me know other limitation and advantages of these...
  8. StaticPressure

    ASME Sec. VIII, Div. 1, Short Term Up-set Condition

    ASME VIII, Div. 1 defines Design Temperature and Pressure as T and P that shall not be less than the highest Temperature and Pressure in the most severe operating condition. Some people interpret it in a way that in the short term upset condition, P and T can be higher than Design Pressure and...
  9. StaticPressure

    MDMT and SEC I

    I appreciate any advice how I should deal with MDMT and Impact Test requirements in Sec I. Thanks, Amir
  10. StaticPressure

    ASME Sect. VIII Div. 2, Para. AS-130(a), Name-plate location

    Hi everyone, ASME Sect. VIII Div. 2, Para. AS-130(a) says nameplate shall be attached to the vessel. Does vessel mean Pressure Boundary or nameplate can be attached to the skirt also? My problem is with a heavy wall reactor with operating temperature 815F. Nameplate bracket attached directly...
  11. StaticPressure

    ASME Sec I, External Pressure

    Hi Everyone, May somebody help me how a steam drum in Sec. I can be designed for external pressure?
  12. StaticPressure

    Steam Drum and Sec. VIII

    How can a Steam Drum, which is part of a Fired Steam Boiler, be designed under Sec. VIII? I appreciate any advise.

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