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Re: Base Plates

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It was stated:

>>>If the story height is not too high, I assume the contractor use one
tier
steel column for the four storey building. If the steel frame is moment
resisting frame, the erection procedure should be as follow:<<<


I would suggest you read the OSHA Steel Errection standard.  I believe you
will find that they call for a maximum of two tier columns.


Mark Gilligan