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Re: Swimming Pool Design[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: Swimming Pool Design
- From: Roger Turk <73527.1356(--nospam--at)compuserve.com>
- Date: Mon, 6 Nov 2000 15:06:09 -0500
This is a non-structural consideration, but may prevent potential structural problems. A number of years ago, a local architect designed an upper level swimming pool for a hotel and specified a huge "shower pan" below the swimming pool to collect any condensation or leaks. A. Roger Turk, P.E.(Structural) Tucson, Arizona Raghu S. Pendyala wrote: >>Chris, The recreational deck, where the pool will be, is the 5th floor approx. 20m(65 ft) above ground. I have the tech data on plexi-glass and in the process of running a non-linear FE model the wall using the spec loading. As the first step, I want to validate the spec loading of 50 KPa. Quick question - Are there any loading codes in the US which give rules on overhead swimming pools / aquaria etc. ?<<
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