Gene Kranz
Structural
Fellow students of knowledge. Working on designing foundation requirements for 10k, 12k & 20k capacity 2 post car lifts for a dealership SDC D. S1 is .137 SDS .285. Anyone have experience designing required footing sizes for these types of lift. Current design is 6” slab with 2.9 WWR 6x6.
“Let’s work the problem people, let’s not make things worse by guessing”
- Gene Kranz
“Let’s work the problem people, let’s not make things worse by guessing”
- Gene Kranz
