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what should we need use to design the column footing for SMF

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dcceecy

dcceecy

Structural
Joined
Oct 15, 2008
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We are designing a one story specially moment frame. what should we need use to design the column footing (shallow, spread), load combination with amplified seismic loads, or typical load combination?

Thanks.
 
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The connection of the steel frame (column) to the footing would have the amplified forces in it I believe but the footing itself doesn't.
 
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