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allowable movement of harbour and jetty

allowable movement of harbour and jetty

(OP)
Dear Friends

I have a problem,
We design pipeline of export jetty that has 500 m stone way and 1000m piles access bridges up-to ships.
I want to know, how much is allowable movement of access bridge to could model in pipeline stress analysis. As you know, piping can not suffer too much displacement and settlement. and piping movement limitation also should be specified.

Somebody can help me in this way?

regards

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