E Engineer22 Well-known member Joined Aug 12, 2017 Messages 89 Reaction score 1 Jan 11, 2018 #1 More load on columns in seismic failure? Last edited by a moderator: Mar 7, 2018
U User1 Well-known member Joined May 18, 2016 Messages 10,067 Reaction score 2,724 Location . Jan 11, 2018 #2 yes, the column footings would be subject to a higher load from the columns, which are now supporting a larger tributary area. this is assuming there is a spread footing under each column and it's not a mat slab foundation or something of the like.
yes, the column footings would be subject to a higher load from the columns, which are now supporting a larger tributary area. this is assuming there is a spread footing under each column and it's not a mat slab foundation or something of the like.