Hello guys, can anyone enlighten me on this type of foundation for Steel Post
1. What are the advantages/disadvantages of this foundation compare to the standard footing?
2. How do we compute for this kind of foundation? Is there any specific code or standards?
Thanks.
1. What are the advantages/disadvantages of this foundation compare to the standard footing?
2. How do we compute for this kind of foundation? Is there any specific code or standards?
Thanks.