jimtheengineer10
Civil/Environmental
- Apr 28, 2012
- 159
A modular home was installed on an existing concrete foundation wall and there are 12 steel columns installed down the center of the home. The columns are sitting on the existing concrete slab. There is a column with a 17,919 pound load on it. The code official called me and asked if the columns need to have a typical 24"x24"x12" interior footing under the columns. The modular company installed a 1/4" thick 6"x12" steel plate between the column and the slab. Is this sufficient or do they need to install an interior footing under the column? If so can it go on top of the slab or does the slab have to be cut and the column installed below the slab?
I know you take pounds divided by the soil pressure typically to determine the footing size but in this case the column load would be applied to the top of the concrete slab so the weight on the soil would be spread out through the slab. Can you take the load divided by 72" (6"x12" steel plate) and determine the psi load on the slab and if the load is less than the slab's psi no footing required?
I know you take pounds divided by the soil pressure typically to determine the footing size but in this case the column load would be applied to the top of the concrete slab so the weight on the soil would be spread out through the slab. Can you take the load divided by 72" (6"x12" steel plate) and determine the psi load on the slab and if the load is less than the slab's psi no footing required?