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Re: UBC 1630.8.2.2.1.7 Bracing Load

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A lot of research on this subject from Yura.  Don't forget that it is not only a strength requirement for the stability point but the member providing the stability has to have a certain minimum stiffness.
 
Paul.
Phoenix, AZ

 
On 10/4/07, Jim Lutz <Jim.Lutz(--nospam--at)bhcconsultants.com> wrote:

See the steel specification, ANSI/AISC 360-05, Appendix 6 Stability Bracing for Columns and Beams, for brace strength requirements for different member types.