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Edge and Corner Columns

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ADCanada

Structural
Joined
Jul 11, 2012
Messages
13
Location
CA
Hi To All
In two way flat slabs do you fix or pin the edge and corner columns???

 
Fixed, but use a 0.4-0.5 flexural stiffness modifier on the column. You may want to run your numbers to see what the stress is compared to P/A + M/S.
 
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