There is no such hard & fast rule for the criterion. It depends on your client requirement or project specification.
By the way , what is the tank dia, height & sp. gravity of the fluid inside it? Is tank settlement critical ?
If you ask me, then this line shouldn't be stress analysed because 10" , 65 deg C makes no sense to analyse on computer provided there is no tank settlement . Just ensure that the supporting is proper & its flexible enough. Give it a visual check & let its soul Rest in Peace..!!
:-0)
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Keep Smiling
SJ