Hi guys,
I am working on construction of the power plant in western Australia. I have come across an issue and looking for guidance from an expert.
Problem: There is ACW piping (2 X 2″) running between two HRSG (pipe run is approx. 8.5 m) at the elevation of 6m above the FGL. I want to support these pipes with hanger support from an existing pipe rack(which is 8.1m bottom of structure from FGL). This is high rated cyclone area (on average 4 to 5 category B cyclones per year). so is it feasible to support the pipe from two HRSG at the end and in between through hangers from pipe rack?
Regards.
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