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Re: WF Beams with F.P Weld @ Midspan[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: paul.blomberg(--nospam--at)gmail.com, seaint(--nospam--at)seaint.org
- Subject: Re: WF Beams with F.P Weld @ Midspan
- From: Rhkratzse(--nospam--at)aol.com
- Date: Fri, 6 Nov 2009 17:30:40 EST
In a message dated 11/6/09 10:58:41 AM, paul.blomberg(--nospam--at)gmail.com writes:
A 1/8" per foot slope is small and the camber and live load deflection might make that drainage slope insignificant.
I second that emotion, only changing "might" to "WILL." 1/8" is worthless; 1/4" *may* be adequate; my understanding is/was that the federal standard for their own projects was 1/2". Remember that the slope in a diagonal drain, as at a corner, is likely to be only half that of the main slope.
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