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  1. stanrick

    Is Hydro-Testing always Required On ASME Code Vessels

    Beiringf, We build vessels to Sect.VIII, Div.1, per UG-90(c)(2). The vessels cannot tolerate traces of moisture. So we pneumatically test per UG-100, rather than hydro test per UG-99. The situation, naturally is complicated. First because of the extreme danger of pneumatically testing...
  2. stanrick

    Can I design an ASME SecVIII Div.I head with a Pressure plugged hole?

    Table UG-43 gives minimum thread engagement and min thickness of the head. Of course you'll still need to meet UG-34.
  3. stanrick

    -20degF Vessel for PED

    I am redesigning a small vessel for use in Europe at -20F (-29C). Currently it is made of SA53B,E shell, SA414G heads, SA36 machined nozzles. My understanding is that these materials cannot be rated -29C in Europe without impact testing. But I understand that I can achieve -29C if I switch to...
  4. stanrick

    90/10 CuNi for Sect 8, Div 1 Heat Exchanger

    Thanks all for your input and guidance. In answer to eyec, the tubes, tubesheets and waterboxes are 90/10. The shell is carbon steel.
  5. stanrick

    90/10 CuNi for Sect 8, Div 1 Heat Exchanger

    Hello All, We are designing a heat exchanger for marine service. The customer has asked that the tubeside meet ASME Code Sec8 Div1 and be made of 90/10 CuNi. I'm making the Domes and Flanges out of SB171-C706. I don't see any CuNi in Sect 2 Part D for B16.5 flanges and B16.11 fittings. So I'm...
  6. stanrick

    Nozzle reinforcement

    If you're doing Section VIII, Div 1, take a look at the exemptions granted & restrictions placed in UG-36(c)(3).
  7. stanrick

    grooved wall tube connections - groove depth on 2" OD Tube

    I'm pretty new in this field, but the only standard I'm aware of is TEMA RB-7.24, C-7.24. No doubt there are more experienced folks who can elaborate on this. Rick
  8. stanrick

    ASME Rating for Hot Water Storage Tanks

    Excuse my ignorance. My understanding is that any vessel "needs" an ASME Stamp only when the customer requires it. In turn, the customer requires it because his insurance company or local regulations or his good sense tells him he should have it. Strictly speaking, a manufacturer who only cares...
  9. stanrick

    UHX Applicability

    Mike, Thanks for guiding me to the No-Tube-in-Window reference. Your feedback is consistent with what my AI says. I've used UHX on non-circular tube distributions in the past. But lately have found that the tube column bending results (UHX-13.5.9) are driving me to what seems like...
  10. stanrick

    UHX Applicability

    UHX-10(a) says that for the rules of Part UHX to apply, a tubesheet must be "uniformly perforated over a nominally circular area". I conclude, then, that if a tubesheet is not "uniformly perforated over a nominally circular area", the Tube Requirements of UHX-4(e) are not mandatory. In that...
  11. stanrick

    TEMA Training

    Thanks all. I've ordered the 9th edition. Just one thing, though: I've been told by a more senior engineer that many of the TEMA Mechanical Standards are only "recommendations". An actual design needs only to be close to the Standard. It seems to me, then, that "meeting" TEMA Standards is...
  12. stanrick

    TEMA Training

    Does anyone know of an organization that offers training in the TEMA Standard? I did not see any training offered on the TEMA website. Thanks.
  13. stanrick

    UG-41 Strength of Reinforcement

    UG-41(b) says I can use the minimum of W, W11, W22, and W33 in evaluating nozzle weld strengths. In the case of Fig. UG-41.1(b), if if A1>A then W<0. Does this mean ANY nozzle attachment weld strength is acceptable, as long as the weld meets UW-16 requirements?
  14. stanrick

    Export Pressure Vessel to Korea

    Can anyone direct me to a source of information on how to get pressure vessels approved for export to South Korea? I didn't find anything in a search of Eng-Tips. I assume meeting ASME Sect VIII Div 1 is a good first step. Perhaps someone can offer additional guidance. Thanks. Rick
  15. stanrick

    Diference between tube and shell in asme VIII Div.1

    See UG-16(b)(2). What I wonder, though, is when calculating thickness for internal pressure (per UG-27), what value of E do you use for seamless copper (like SB75 C12200 H80). UW-12 says use E=0.85 for seamless shells, head, etc. But does a copper tube fall under UW?
  16. stanrick

    B75/B359 C12200 Finned Tube

    Thanks for your responses, gr2vessels & doct9960. For what it's worth, I also got some feedback from the tube manufacturer. According to UG-8(b)(4), I need to do internal & external pressure calculations for both the finned and unfinned portions of the tube. The tube manufacturer tells me that I...
  17. stanrick

    B75/B359 C12200 Finned Tube

    A manufacturer says his finned tube is "produced in alloy C12200 to meet mechanical, chemical, and testing requirements of ASTM B75/B359". If I want to do Sect VIII Div 1 UG-28 calculations for this tube, do I use the External Pressure Chart NFC-1 or NFC-7 in Sect II Part D? (I am referring to...
  18. stanrick

    Shell Material for Chiller

    I am designing a shell & tube chiller: refrigerant in the tubes, brine in the shell. The unit is to be rated as 375 psi tubeside according to Sec VIII, Div 1, and 150 psi shellside non-code. It is my understanding that, although the shell is declared "non-code", it still must be made from...
  19. stanrick

    304/304L Stainless Steel

    Can anyone tell me what it means for a steel to be "dual rated" as "SA312-304/304L" or "SA240-304/304L"? Also, if this steel is used in ASME Sec. VIII Div 1 calculations, which properties should be used? 304? 304L? Average? Thanks! Rick
  20. stanrick

    UG-27 &amp; 28 Calcs for Finned Tube

    The actual diameter that holds the pressure is the 0.611 ID X .028 Wall. As I said, this seems like a no-brainer. But more experienced engineers (no longer at my company) than myself chose consistently to use the outer diameter of the fins, rather than the outer diameter of the actual...

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