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Re: Steel Moment Frame - Channel to TS Column - FR or PR Connec

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>.....CHRISTOPHER WRIGHT, ARE YOU THERE?..........HELP!!......
Yes. 

I think you're asking for a weld burn-through or lamellar tearing on this 
one. The first thing I'd try is FEA on the connection to see what the 
load path really looks like.

Christopher Wright P.E.    |"They couldn't hit an elephant from
chrisw(--nospam--at)skypoint.com        | this distance"   (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)
http://www.skypoint.com/~chrisw