ItsOnlyMud
Geotechnical
- Jan 22, 2009
- 17
Hi, Geotechnical engineer looking at FNDs for single deck of car park, what sort of column loads could be expected for say 9m spans? The client is adding a raised car park deck to provide additional parking, so it's only one deck that will be supported.
Also, what sort of differential settlements are acceptable?
Thanks
Also, what sort of differential settlements are acceptable?
Thanks