caersar II underground pipe analysis
caersar II underground pipe analysis
(OP)
hi,
I am doing analysis for underground pipe gas, after put all the soil data and run the analysis, without put any restraint/support in the underground pipe, as I know the soil itself will hold the pipe expansion and any movement.
however my client ask for anchor to be put at the tie in point, and later after I said this is unnecessary, they ask me to remove the anchor.
my problem now is, how am I going to explain this in engineering terms in the report?. I know this is kind of stupid question, but I am currently blank and my language also put limit to my brief explanation.
I am doing analysis for underground pipe gas, after put all the soil data and run the analysis, without put any restraint/support in the underground pipe, as I know the soil itself will hold the pipe expansion and any movement.
however my client ask for anchor to be put at the tie in point, and later after I said this is unnecessary, they ask me to remove the anchor.
my problem now is, how am I going to explain this in engineering terms in the report?. I know this is kind of stupid question, but I am currently blank and my language also put limit to my brief explanation.





RE: caersar II underground pipe analysis
This often means that you need to model some pipework beyond the tie-in point.
Remember - More details = better answers
Also: If you get a response it's polite to respond to it.