Thanks for invitation
and accepted with pleasure.
You can add me.
Keep in touch.
Regards,
On Sat, Nov 7, 2009 at 11:14 PM, <ghan0022@umn.edu> wrote:
> 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@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.
>>
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