hi,
1.I am facing problem with nozzle loads of 150 Ft dia tank,having settlement of 8" (temp.200 deg F)
1st support is from tank foundation and with 'Z ' type routing, still nozzle loads are high.
2.How to ensure that support taken from tank foundation should take load, as in my case it is not taking load and fails in sustained case,(2nd support is at 20 ft)

Plz suggest me any advice for this

Thanks & Regards

Amrutesh