Jan 10, 2014 #1 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???
Jan 13, 2014 #2 slickdeals Structural Joined Apr 8, 2006 Messages 2,268 Location US 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. Upvote 0 Downvote
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.