I have a structural question. I have a two tier raceway a client wants. Each raceway has 46.5 m3 of salt water. ( aprox 16' x 40' x 32.5" ) tier one is 1.9m above grade tier two is 3.1m above grade Each raceway is 716 ft2 -- 65kg/ft2 ( 143.3 lbs/ft2 ) total weight to be supported 93 metric tonnes of water with a total of 22 raceway stacked pairs. Looking for a BALLPARK feasibility. Structually is this going to possible ( within reason ) or simply too expensive? Underneath the raceways needs to be relatively open as well for access.
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