• Pipe in boxculvert stress analysis

    First of all, I would like to let you know the objective of the subject is not pipe stress analysis result (as in other pipeline/piping software). I would like to ask for structural analysis related to pipe (pipeline) located in boxculvert. I need an…
  • RE: Design output is not correct for Pipe PIP section

    It is advisable to use HSSP sections as opposed to PIPEs and HSST as opposed to TUBEs specially when using AISC 360 codes. I checked the design and found that the HSSP shows the correct capacity when it comes to torsion whereas the PIPE shows a much lower…