Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Beam unbraced length

[Subject Prev][Subject Next][Thread Prev][Thread Next]

Have you considered installing horizontal king-, queen- or 
hermaphroditic-post rods at the level of the top flange?  The post locations 
can also be diagonally braced to the bottom flange of the beam.


A. Roger Turk, P.E.(Structural)
Tucson, Arizona

Gunnar Isleifsson wrote:

. > I'll check my Galambos when I get to the office, but I have the impression
. > I'll have to find another way to make my miniscule, client-prescribed,
. > architect-influenced steel profile to pass the stability criteria.

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: 
******* ****** ****** ****** ******* ****** ****** ********