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@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.
>>
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>
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