I had considered that but I'm not sure how to determine which configuration would be the controlling one to design to. There would be a round bolt pattern with a rectangular column and square baseplate. Assuming only one of the anchor rods was in tension at any given time would likely simplify...
Running out of resources so looking for any and all opinions. Long story short, client has a existing structure design, rectangular HSS column with square base plate. (4) anchors, one in each corner, fairly standard. They want to redesign the baseplate to be round with (8) total holes, of which...
