So things didn't go as planned on this project. Somehow the location of a large concrete footer was set incorrectly. Instead of moving the footer or re-pouring it the contractor and steel erector opted to cut the anchor bolts and epoxy in new ones. The columns eccentricity on the footer is 7" in...
I have a situation that I haven't run into before and can't seem to find any literature on. Is anyone aware of any guidance that might exist in the design of snow drifts on adjacent parapet walls that vary in height? What I have is an existing parapet wall that is being extended by 32" for a...