nicholi
Structural
- May 25, 2002
- 24
I am in the process of designing a foundation for a carwash with strip footing for a client. The carwash pit is approximately 3.0m deep and the footing is 1.6 to be below frost. They have a standard detail that shows a sloped footing going from 1.6 m down to the footing of the pit. This is load bearing wall. Given the footing is on slope, how does the load get transferred to the soil since it is at an angle? Am I missing something?? It is late Friday afternoon and the clients standard says it works, but my logic says no. Thanks in advance for your support.