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Re: Computer Program-Restrained Slabs[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: Computer Program-Restrained Slabs
- From: Yank2002(--nospam--at)aol.com
- Date: Sun, 20 Dec 1998 00:36:13 EST
Consider putting continouos beams working horizontally (3'-0 wide x 18 inches high, or so, depending on the span) at the free end (@ top) spanning between vertical division walls of the floculator (or the filter structure). This way you can reduce the deflection at the "free end" making the structure more economical. By doing this you will also create a horizontal walking surface along the full length of structure which is usually an important consideration for servicing such structures. 20 years ago we used Roark formulas to solve statical problems.
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