Need a book? Engineering books recommendations...

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

woo shear wall non parrallel about major axes

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

There is a structure with only the front rotated 10 to 15 degrees about the major vertical axe. Any information as to how to determine the force the this shear line should be design for? Are there any provisions in the code that I should be awere of? the structure is a two story residential  bulding. I'd appriciate any help. Thanks.

Eliseo Arellano

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