On Wed, Mar 11, 2009 at 1:26 PM, Jordan Truesdell, PE <seaint2@truesdellengineering.com> wrote:
I suggest that you consider on-site research to determine the typical mounting conditions for brass poles. Although typically in a vertical mount configuration, they tend to see fairly significant lateral loads (typically from centripetal accelerations) and could reasonably be seen as being subject to common levels for in-service loading conditions for most railings. Note that most places with this type of installation have a cover charge and a two drink minimum, and just remember to get most of your petty cash advance in ones; it will save time having to get change at the bar.******* ****** ******* ******** ******* ******* ******* *** * 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 ******* ****** ****** ****** ******* ****** ****** ********
Jordan
Richard Calvert wrote:I'm trying to provide some calculations for brass railing and posts. However, I'm having a difficult time locating mechanical properties (which are standard for this kind of application) of the material. Working with the most conservative numbers in the ASTM we find that not even a solid pipe works… the manufacturer prefers to use actual brass as well, as apposed to plated or faux. Does anyone know a good reference? Or even plain out what the standard grade and properties are for this application?
Thanks,
Richard Calvert, EIT
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David Topete, SE