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field welded moment connection design

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I need to design a welded moment connection for a roof
beam.  While following the example in AISC ASD 9th
edition p 4-106 I couldn't help but wonder what the
effect is of my column not being continuous above the
connection.  Can anyone point me to an example of a
field welded moment connection design for this
condition?
Thanks
Ken Peoples, P. E.
lvta(--nospam--at)fast.net


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