SteelPE
Structural
- Mar 9, 2006
- 2,759
I have a pretty basic question regarding foundation spring modeling in regards to a slab on grade. I have a subgrade modulus from my Geotech of 200 pci for the soil under my slab. I am trying to model different loadings on the slab using my FEM software. The software allows me to enter the subgrade modulus but it is requesting the units of kip/ft2/ft.
I modeled a 40’x40’ section of slab using 1’-0” square quadrilateral plates (I don’t really want to refine the mat mesh much from here). So it seems like the proper value for the software would be 200pci x (12 in/ft x 12in/ft x 12 in/ft) /1000 = 345.6
This number seems really high to me. Is this the proper unit conversion to get 200 pci into a unit of kip/ft2/ft?
I modeled a 40’x40’ section of slab using 1’-0” square quadrilateral plates (I don’t really want to refine the mat mesh much from here). So it seems like the proper value for the software would be 200pci x (12 in/ft x 12in/ft x 12 in/ft) /1000 = 345.6
This number seems really high to me. Is this the proper unit conversion to get 200 pci into a unit of kip/ft2/ft?