Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations cowski 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. swiftworks

    ASME VIII UG-44(b)

    Hello, I'm trying to understand where I can get a copy of a finalized released version of Code Case 2901-1 with the published Fm values shown in the redlined picture. Reason being is that these values are much more solid when using the calculation. Is it acceptable to use these Fm values rather...
  2. swiftworks

    7500 PSIG Hydro Test w/ 6M SA-105 Fittings (b31.3 and b16.11)

    Thanks man, appreciate it.
  3. swiftworks

    7500 PSIG Hydro Test w/ 6M SA-105 Fittings (b31.3 and b16.11)

    Like a stamped 6M tee or 6m elbow or 6m cross, etc. SA-105. Trying to determine the allowable hydro pressure. Based on 2.3 it states look at an XXS NPS pipe pressure similar
  4. swiftworks

    7500 PSIG Hydro Test w/ 6M SA-105 Fittings (b31.3 and b16.11)

    So a 6M fitting (6000# Design) is good to 1.5x MAWP = 9000 PSIG is what you're saying?
  5. swiftworks

    7500 PSIG Hydro Test w/ 6M SA-105 Fittings (b31.3 and b16.11)

    Hello - We have a piping system that has a design pressure of 5000 PSIG w/ hydrotest pressure of 7500 PSIG (1.5x Design per B31.3). I am working through understanding the testing tree. The valves and gauges all 10,000# rated no problem, but the tee's and couplings, and plugs are stumping me a...
  6. swiftworks

    ASME Section 8 DIV 1 13-10 Obround Design

    I am trying to design an obround nozzle for a heater treater, so I'll also need to understand the weld to the head, the weld to the vessel flange, sizing the vessel flange, the blind flange, and sizing the blind flange. If anyone has any literature, I'd appreciate it. I know you can run FEA as...
  7. swiftworks

    ASME Section 8 DIV 1 13-10 Obround Design

    This is my first go at this, wondering why negative stress is existing (has to do with ci and co), should I just assume absolute values. Any help is appreciated. Thanks,https://files.engineering.com/getfile.aspx?folder=20b6761a-ac64-42e4-b678-73e7c6ce545f&file=Obround.pdf

Part and Inventory Search

Back
Top