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RE: Theatre Roof[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: Theatre Roof
- From: "Udall, Jeffrey D" <JDUdall(--nospam--at)babcock.com>
- Date: Tue, 16 Dec 2003 13:22:31 -0500
Title: RE: Theatre Roof
Paul Ransom wrote:
> Stability bracing. Lateral-torsional. See Yura/Hellwig and the SSRC
> Guide to Stability Design Criteria for Metal Structures. Note that their
> recommendations are conservative. It depends on how much time you want
> to spend to optimize the design.
Where is the conservatism in their recommendations?
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