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Yesterday's posting[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "Sseaint Org" <seaint(--nospam--at)seaint.org>
- Subject: Yesterday's posting
- From: "gregory szuladzinski" <ggg(--nospam--at)bigpond.net.au>
- Date: Fri, 7 Jan 2011 19:48:43 +1100
this is how my posting turned out:
From: "gregory szuladzinski" <ggg(--nospam--at)bigpond.net.au>
To: "Sseaint Org" <seaint(--nospam--at)seaint.org>
Subject: Bi-axial bending of concrete beam
This is a multi-part message in MIME format.
BlankWhile the book by Paulay and Park present a physically correct =
it might be a bit tedious to use. A simple initial approximation would =
be to say
r =3D MY/MY0 + MZ/MZ0
where MY and MX are the individual bending moments,
and bending capacities, separately calculated ,are in the denominators.
r is the usage factor. If r < 1, the beam is OK.
Gregory from Oz
That 3D at the beginning of the equation was a strange transliteration quirk.
I did not put anything like this in.
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