calvin21
Structural
- Jul 1, 2020
- 4
Hi
I am trying to design a slab/footing on grade for supporting multiple mechanical units each of different weights and sizes. How do I design it accounting for eccentric weights and sizes? If anyone has any inputs on how to use it in RISA foundation, please post that.
I am trying to design a slab/footing on grade for supporting multiple mechanical units each of different weights and sizes. How do I design it accounting for eccentric weights and sizes? If anyone has any inputs on how to use it in RISA foundation, please post that.