Is there any structural advantage to using a 3.5” steel lally column VS a 6”x6” pressure treated post for supporting a girder made up of 3x 2”x12”s? I'm replacing an 83” x 3.5” lally column because it's poorly engineered and was going to build a brick pier, however several people suggested to go with a new steel lally column instead. I am having trouble locating a good steel supplier locally, and if a 6”x6” can support a similar load to a 3.5” lally, I'd prefer the 6”x6”s as they are much more readily available and cheaper.