Need a book? Engineering books recommendations...

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

RE: 2007and AISC Seismic Table I-8-1

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

The Inactive command will help. See Example #4.


Poldy Simovitz, P.E., S.E.


-----Original Message-----
From: Tiffany Lorenzzi [mailto:civil.structural(--nospam--at)]
Sent: Wednesday, February 06, 2008 3:50 PM
To: seaint(--nospam--at)
Subject: 2007and AISC Seismic Table I-8-1


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:

******* ****** ****** ****** ******* ****** ****** ********