Need a book? Engineering books recommendations...

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

RE: Diagonal base shear UBC 97

[Subject Prev][Subject Next][Thread Prev][Thread Next]
perfect !

Thanks a bunch!



                                                                           
             "Ben Yousefi"                                                 
             <Ben.Yousefi@SMGO                                             
             V.NET>                                                     To 
                                       <seaint(--nospam--at)seaint.org>                 
             05/30/2007 09:14                                           cc 
             AM                                                            
                                                                   Subject 
                                       RE: Diagonal base shear UBC 97      
             Please respond to                                             
             <seaint(--nospam--at)seaint.or                                             
                    g>                                                     
                                                                           
                                                                           
                                                                           




Section 1633.1 requires this for certain types of irregular structures and
for columns that are common to the lateral force resisting system in both
directions.

Ben Yousefi, SE
Santa Monica, CA

________________________________

From: Rand W Holtham [mailto:RHoltham(--nospam--at)CBI.com]
Sent: Wed 5/30/2007 5:56 AM
To: seaint(--nospam--at)seaint.org
Subject: Diagonal base shear UBC 97





In ASCE 7 a structure is to be analyzed with full base shear in one
orthogonal direction and 30% in the other orthogonal direction
simultaneously. Does the UBC-97 have a similar requirement?


TIA,

Rand



******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. 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: http://www.seaint.org <http://www.seaint.org/>
******* ****** ****** ****** ******* ****** ****** ********


(See attached file: winmail.dat)

Attachment: winmail.dat
Description: Binary data