From: Roger Turk <73527.1356(--nospam--at)compuserve.com>
Date: Tue, 18 Apr 2000 16:18:33 -0400
Two percent of the compressive force that is in the beam that you are bracing
at the section where the brace is installed.
Hope that helps.
A. Roger Turk, P.E.(Structural)
>>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