Need a book? Engineering books recommendations...

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

Relative Stiffnesses of Masonry Shear Walls (Compared to Concrete)

[Subject Prev][Subject Next][Thread Prev][Thread Next]
  A must reference

Seismic Rehabilitation of Existing Buildings ASCE41-06

Table 7-1 Lower bound Masonry Properties
Table 7-2 ...Expected ... Masonry Properties
E=550fme=1.3*fm
fm= 900, 600, 300 psi for good, fair , or poor condition.

Stiffness for unreinforced masonry wall eq C7-1 k= I / [ heff^3/(3Em*Ig) + hef/(AvGm) ]

etc etc

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