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Bi-axial bending of concrete beam[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "Sseaint Org" <seaint(--nospam--at)seaint.org>
- Subject: Bi-axial bending of concrete beam
- From: "gregory szuladzinski" <ggg(--nospam--at)bigpond.net.au>
- Date: Fri, 7 Jan 2011 07:56:36 +1100
While the book by Paulay and Park present a physically correct solution,
it might be a bit tedious to use. A simple initial approximation would be to say
r = 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
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