I am working on designing foundation requirements for a 10k, 12k & 20k capacity 2 post car lifts for a dealership in 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.
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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...