Need a book? Engineering books recommendations...

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

URM Infills under FEMA 356

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Not sure if this went through the first time. I haven't seen any response.
Sorry for the inconvenience.

Original Post:

When dealing with URM infill walls, with or without openings, not
the h/t ratios of table 7-10, which is the appropriate FEMA section for
calculating forces on strong backs? 2.6.7 or 11.7.4?

Thanks in advance.

Oshin Tosounian, S.E.

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