Of course you should account for the radial contraction. Not only on the roof, but also on the lower courses. "Some engineering companies" appear to be making an error, in my opinion, by neglecting this phenomenon. Even if you have a flat-bottom tank resting on grade, the bottom plates would contract in your example essentially the same amount as the top plates. (Cryogenic tanks are normally placed on large insulating pads to isolate them from the ground temperature.)
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CraigB