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WF Beams with F.P Weld @ Midspan

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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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