Need a book? Engineering books recommendations...

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

Mr.Liaqat

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Dear Mr.Liaqat, My name is Naeem Ghani presently residing in Minneapolis, MN. I am also Structural Engineer. I was reading your blogs on the list and wanted to add you to my professional network if that is OK with you.

Thanks,
Naeem Ghani, P.E., LEED AP
Cell: (763)843-3198

On Nov 6 2009, Liaquat Ally Akhand wrote:

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

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