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

Braced Frame Anchorage

[Subject Prev][Subject Next][Thread Prev][Thread Next] I'm working on a braced frame using the exception in the code for 1 and 2 story buildings- the code allows any configuration as long as the brace is designed to Omega the design force. The questions is do I then design the concrete anchorage to the force without the Omega factor. I looked at the Hardy Frame Info and the simpson steel strong wall and this is what they seem to have done.
Thanks for any insight

******* ****** ******* ******** ******* ******* ******* ***
*   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: ******* ****** ****** ****** ******* ****** ****** ********