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  1. FlashPurp

    Repad on structural supports attached to SCH 10S pipe

    @Snickster Ahh I see, I'll have to do the check outside of the stress analysis, thank you very much. @r6155 and @GBTorpenhow I also appreciate the discussion and concern about welding to the pipe itself. Unfortunately we do need these types of dummy legs due to configuration of piping in...
  2. FlashPurp

    Repad on structural supports attached to SCH 10S pipe

    @LittleInch Yes pipe welded to elbows but in some cases to the side of the pipe like a trunnion. Thank you for your input much appreciated! @GD2 Not welding the pipe to supports but welding steel to piping for structural support like dummy legs. Either pipe or in some cases even a beam. I...
  3. FlashPurp

    Repad on structural supports attached to SCH 10S pipe

    Hello LittleInch, Thank you for your insight. Our piping is supported on rack, with dummy legs used on elbows throughout the layout. With absence of licensing for FEA software, would hand calcs be suitable? I was told Kellogg method could be used for checking and that some excel file out there...
  4. FlashPurp

    Repad on structural supports attached to SCH 10S pipe

    Hello, We have SCH10S piping and have various structural supports welded to it (dummy legs, base supports, etc.) Because it is thinner pipe, do we need to include repads? Concern would also be the weld burns through the thin wall. Will CAESAR II be able to check this somehow? Or what...
  5. FlashPurp

    Excessive Pump Nozzle Load - Suggestions to reduce it?

    @LittleInch could you explain your modeling technique with anchoring/line stop close to the pump nozzle and flange as free ends? Using the nozzle limit check function it has to be applied to an anchor so how would I be able to check the flange? How can I review forces on that node with no restraint?

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