Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author] 2007and AISC Seismic Table I-8-1

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Dear Engineers,
I am designing my first pipe rack using 2007and IBC
2006/AISC Seismic Provisions. I'm using the load combinations
stipulated in section 1605.2 and 1605.4 which leads to section 12.4.3
of ASCE 7-05.
How do you address the limitations stipulated in Table I-8-1 of the
provisions in Staad editor? Same question for chevron braces, how do
you instruct STAAD editor to apply seismic forces only (and not dead

Thank you.


Tiffany Lorenzzi
Structural Engineer (EIT)

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