Jan 10, 2014 #1 ADCanada Structural Jul 11, 2012 13 Hi To All In two way flat slabs do you fix or pin the edge and corner columns???
Jan 13, 2014 #2 slickdeals Structural Apr 8, 2006 2,262 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.
