Gurudev

Design of column splice with cap end plate

4 posts in this topic

Hello forum,

Does any one have idea, how to design column splice with cap end plate for open section column?

I went through SCI P358, but it only covers Hollow section column for this connection.

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The Arcelor Mittal website show a whole lot of design guides. You'll find almost every "standard" connection detail there.

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In case of fixed column base plate in SCI 398, design for moment is only given for major axis.

Is it presuming that, for minor axis there will be bracing system always transferring load directly to foundation? so no moment exists in minor direction 

 

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