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

Re: Hoist Capacity

[Subject Prev][Subject Next][Thread Prev][Thread Next]
>Total rail length is about 20' with no actual bracing
>of the compression flange.  Any thoughts on allowable Fb?
See CMAA70 for rules on crane beams. Impact and severity of service will 
play a part. You'll also have to deal with seismic loading pretty much on 
your own

Christopher Wright P.E.    |"They couldn't hit an elephant from
chrisw(--nospam--at)skypoint.com        | this distance"   (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)
http://www.skypoint.com/~chrisw


* 
*   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