Need a book? Engineering books recommendations...

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

RE: STEEL JOIST: Erection Tolerances

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Bill,
Check out this
http://test.wbdg.org/ccb/VA/VAASC/VA05210.pdf

1.3 TOLERANCES:
Deviation from a straight line between ends of any installed joist shall
not exceed 10 mm in 3 m (3/8 inch in 10 feet).

Regards,
Harold Sprague





From: "Polhemus, Bill" <BPolhemus(--nospam--at)wje.com>
Reply-To: <seaint(--nospam--at)seaint.org>
To: <seaint(--nospam--at)seaint.org>
Subject: STEEL JOIST: Erection Tolerances
Date: Wed, 2 Aug 2006 09:24:02 -0500

Is anyone aware of published tolerances for the erection of steel roof
and floor joists (e.g. Vulcraft "K" series)? AISC of course has
extensive tolerance information in its "Code of Standard Practice," but
the brief SJI "Code of Standard Practice" doesn't appear to mention the
topic.



What have any of you done in this regard in the past? Adapted AISC CoSP?


_________________________________________________________________
Is your PC infected? Get a FREE online computer virus scan from McAfee® Security. http://clinic.mcafee.com/clinic/ibuy/campaign.asp?cid=3963


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