Wind load on tank within a masonry enclosure
Wind load on tank within a masonry enclosure
(OP)
I'm looking at a 8'-0" diameter, 8'-0" tall round tank surrounded by a 14'-0" x 14'-0" x 8'-6"H masonry enclosure. It is enclosed on 4 sides and the top is open. When designing slab and foundations, do I need to consider any wind loads on the tank, or do the walls provide enough buffer that wind on the tank is negligible?






RE: Wind load on tank within a masonry enclosure
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