I trying to get clear direction on how to solve a sonotube problem.
I have a 12" diameter sonotube 2'6" tall (2" will be buried).
3" CLR with a W4x4 welded wire fabric.
The sonotube will be resisting a W6x16 with 9000lbs
I have assumed the following:
weight of soil =120lb/ft^3
weight of...