Need a book? Engineering books recommendations...

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

RE: live load for heavy equipments

[Subject Prev][Subject Next][Thread Prev][Thread Next]
The main floor of some of the exhibition halls I have worked on was 300 psf. Any loads that were greater had to be cribbed. And the cribbing design is critical to provide even distribution.

Regards,
Harold Sprague




From: "Junata" <multiconst(--nospam--at)sby.centrin.net.id>
Reply-To: <seaint(--nospam--at)seaint.org>
To: <seaint(--nospam--at)seaint.org>
Subject: live load for heavy equipments
Date: Sat, 12 Mar 2005 21:22:40 +0700

Dear All,

I have to design an exhibition hall on level two of an RC building, and on this floor there could be some heavy equipments (e.g.: excavators, bulldozers, industrial mechines, etc) on show.

I need an input about live load for the above condition.

Many thanks in advance

Best Regards
Junata

_________________________________________________________________
Don?t just search. Find. Check out the new MSN Search! http://search.msn.click-url.com/go/onm00200636ave/direct/01/


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