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RE: Beam Bracing

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I have some notes by J.A. Yura from Univ. of Texas on this subject.  I can
fax you what I have if you wish

John Daley


-----Original Message-----
From: Larsen, Trevor [mailto:tlarsen(--nospam--at)DLRGROUP.com]
Sent: Tuesday, April 18, 2000 1:48 PM
To: 'seaint(--nospam--at)seaint.org'
Subject: Beam Bracing


What is everyone using for the needed capacity of compression flange bracing
(against Lateral Torsional Buckling)  on steel beams?  ie: What force is
induced in the brace that needs to be resisted?  Is there an easy rule of
thumb?
Trevor