Minimum Bearing Capacity For Strip Footings Adding A Second Floor

Thickness minimum 14.
Minimum bearing capacity for strip footings adding a second floor. Find nearby slab and foundation contractors to help with your footings. Determine allowable bearing capacity and width for a shallow strip footing on cohesionless silty sand and gravel soil loose soils were encountered in the upper 0 6 m 2 feet of building subgrade. Bearing pressure from building 144 kn m 2 3000 lbs ft 2. Where unusual conditions exist the spacing of piers and pier size and the load bearing capacity of the soil shall be determined specifically for such condi tions.
Assumed that at a minimum plain structural concrete 2500 psi will be used for column footings sized herein. You can get a pretty good idea of the soil bearing capacity in the trench bottom using a hand penetrometer. Consult with the local building code official prior to using this table. Quate bearing capacity and below the frost penetration depth.
X 12 6 x 12 6 12 of floor bearing on beam. The bearing capacity of your soil will help you determine if you need a shallow foundation or deep foundation. Soil types and bearing capacities must also be verified at each site. Footing must withstand a 144 kn m 2 3000 lb ft 2 building pressure.
2 footings shall have a width that allows for a nominal 2 inch 51 mm projection from either face of the concrete in the wall to the edge of the footing. The allowable bearing capacity of the soil under the footing has to equal the load imposed by the structure. You can look up the recommended footing size based on the size and type of house and the bearing capacity of the soil. Concrete calculator figure out how much concrete you ll need for your footings.
As you can see heavy houses on weak soil need footings 2 feet wide or more. Unit weight of soil g 21 kn m 3 132 lbs ft 3. Reading down the table you see that the code calls for a 12 inch wide footing under a two story wood frame house in 2 500 psf bearing soil. Determine the amount of floor load bearing on the beam example below.
40 psf live load 10 psf dead load 50 psf pounds per square foot 50 psf x 12 600 plf pounds per lineal foot of beam. Soil strength directly under the footing where loads are concentrated is crucial to foundation performance. The span table for a 30 psf live load 10psf dead load floor indicates a required fb value of 1 315 and a minimum e value of 1 800 000. They can also be placed on engineered compacted fill approved by a li censed geotechnical engineer.
1 minimum footing thickness shall be the greater of one third of the footing width 6 inches 152 mm or 11 inches 279 mm when a dowel is required in accordance with section 6 0.