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  1. Sheikh958

    skid edge allowable load

    Thanks a lot RVAmeche
  2. Sheikh958

    skid edge allowable load

    Thanks RVAmeche for the nice explanation. I 100% agree with you and that was my initial understanding. However, EPC is saying that the yard piping is gonna give these load to the skid piping and the skid piping support has to be strong enough to take these loads.
  3. Sheikh958

    skid edge allowable load

    Hi RVAmeche, Thanks for your reply. I am given a Skid Edge Allowable Load Table by the EPC for different class of flanges to apply at the skid edge where the yard piping will get connected with package (skid) piping. These loads will be always there. In this case, should I consider these loads...
  4. Sheikh958

    skid edge allowable load

    Hi sjkji, One more thing about L1. When we apply skid edge allowable load, do we really have a load case L1.
  5. Sheikh958

    skid edge allowable load

    Thanks sjkji. But the skid edge loads are not Occasional load, I guess. Do you apply the skid edge allowable loads for maximum and minim design temperature too. Or only operating temperature.
  6. Sheikh958

    skid edge allowable load

    Can any one put some light on it. How to input forces and moments in CAESAR II and what else to be considered in the analysis.

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