vs C&C Wind Force discussion as an entry on StructuralPedia.
http://structuralpedia.com/index.php?title=Main_Wind_Force_vs_C%26C_Wind_Force
Feel free to add to it or modify it as necessary.
One question I came up with when creating this is: Can a pilaster be
part of a masonry shear wall? Are pilasters typically part of the
shear wall? Usually you put a joint on one or both sides of a masonry
pilaster which I wouldn't consider capable of transferring shear force.
- Jeremy
******* ****** ******* ******** ******* ******* ******* ***
* 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@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
******* ****** ****** ****** ******* ****** ****** ********