imnotclever
Structural
- Sep 14, 2004
- 5
I’m designing a salt storage facility. One wall is going to be a push wall, where the payloaders push the salt into their bucket. This wall is going to have salt about 13’ high on it and will be supported at the top by precast plank. The wall itself is a simple basement wall.
I’m wondering if anybody has designed a push wall before and how did you determine the force of the payloaders ramming against the wall to load their buckets?
I’m wondering if anybody has designed a push wall before and how did you determine the force of the payloaders ramming against the wall to load their buckets?