Need a book? Engineering books recommendations...

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

Re: WF Beams with F.P Weld @ Midspan

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Dear,

I worked with some transition/tapered beam. FP weld is alright, but
need to ensure that
the joint is 100% FP. The fit-up should be good with smooth surface,
root run should be could
and to be checked, Gouging on other sid after completing welding on
one side, sufficient scallop should be provided for good accessibility
and 100% MPI and UT.

Sharp nothces should be ground off.

Regards,


On Sat, Nov 7, 2009 at 1:38 AM, Larry Hauer <lhauer(--nospam--at)live.com> wrote:
> To All,
>
> I am working on a project where I need to span the floor beams 52 feet and
> at about half way thru the span the beam changes from being horzontally
> level to sloping at 1/8 or 1/4 inch per foot, (going from an interior space
> to an exterior deck). I assume a full pen weld at this transition will work,
> but are there concerns I am overlooking?
>
> Thanks in Advance,
>
> Larry Hauer, S.E.
>
> ________________________________
> Hotmail: Trusted email with Microsoft's powerful SPAM protection. Sign up
> now.

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