Wednesday, November 5, 2008

HH Robertson deck

I have a floor deck callout on an existing building constructed in
1985. It reads QL-21-16 H. H. Robertson Company. The deck spans 14
feet and apparently has 6 inches on concrete fill. Does anyone have any
information on the allowable loads? TIA.

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