- Joined
- Mar 24, 2005
- Location
- Stanley, NC
I considered that method when I was building my shop, and I see no problem with it. You are transitioning the load from a solid body (the post), to a bolted and embedded connection, and maybe its not quite as strong, but worst case it will flex a little more so the sheeting/wall tin will just carry more load. And a couple 2x6's or 2x8's or cable tensioners at a 45 going post to post seem like enough to be sufficient. I have also done zero calculations to back up the arbitrary situation on a building of unknown size and construction, but I'm certain I would do it that way and still have a building standing in 30 years.Honest question.
Then are the wetset kits not good? I would think that the pier with a wetset bracket should function the same as the the post in concrete.
I do not like the idea of putting wood in the ground at my house. Be it in concrete or gravel. Too many termites and too high of a water table. I have been planning to do a monolith slab with footers under the posts and utilizing wetset kits.