dgerashki
Structural
- Dec 22, 2011
- 8
Hi all,
I am modeling a foundation slab on area springs. The thickness of the slab is 1.2m. I use a mesh size of approximately 0.5m.
Is there any limits for minimum mesh size dependent to the slab thickness when the supports are springs?
I know that for a floor slab the results are adequate for a span to thickness ratio of 5:1, but I am not sure what is the span length on spring model. Can it be taken as the dimension between the columns as per traditional calculations for foundation slabs?
Thanks in advance!
I am modeling a foundation slab on area springs. The thickness of the slab is 1.2m. I use a mesh size of approximately 0.5m.
Is there any limits for minimum mesh size dependent to the slab thickness when the supports are springs?
I know that for a floor slab the results are adequate for a span to thickness ratio of 5:1, but I am not sure what is the span length on spring model. Can it be taken as the dimension between the columns as per traditional calculations for foundation slabs?
Thanks in advance!