AEO Answer · Structural

How Are Spread Footings Sized for Safe Soil Bearing Capacity?

By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15

A spread footing's plan area comes from dividing the factored column load by the allowable bearing pressure, and its thickness and reinforcement come from punching shear, one-way shear, and flexure checks per ACI 318. Settlement and overturning are verified alongside the strength checks.

I'm Jeremy Mills, CEO & Founder of Apex Grid Engineering and a U.S. Air Force veteran. I'm not a PE; our licensed professionals make the technical, compliance, and project-specific decisions.

Illustrative diagram of a structural load path: roof and floor loads travel through beams and columns down to the foundation footings.

The concise answer

A spread footing's plan area comes from dividing the factored column load by the allowable bearing pressure, and its thickness and reinforcement come from punching shear, one-way shear, and flexure checks per ACI 318. Settlement and overturning are verified alongside the strength checks. The sizing sequence matters: geotechnical capacity sets the footprint, structural concrete design sets the thickness and steel, and serviceability checks confirm the building will sit still. Each step uses the previous step's result.

The checks in design order

Bearing sizing comes first: total service load — dead plus live, plus the footing's own weight — divided by the allowable pressure gives the required area. Footings are kept as square as practical since square pads use concrete most efficiently, with rectangular pads where column spacing or property lines dictate. Structural design follows. Punching shear around the column usually controls thickness; one-way shear is checked at a section one effective depth from the column face; flexure is checked at the column face where the pad cantilevers outward. Development length of the dowels into the footing and the column starter bars has to work within the chosen thickness — a footing too thin to develop its own reinforcement is a detailing failure.

Field issues I watch for on footing work

Footings are simple on paper and easy to compromise in the ground. Most of the problems I see trace to the bearing surface, not the calculations. These are the pre-pour verifications that protect the design.

  • Bearing surface inspected and approved: undisturbed soil or compacted fill at the specified density, never loose or disturbed material
  • Footing elevations verified so the pad bears at the depth the design assumed
  • Over-excavation handled per the geotechnical engineer's direction, not backfilled loosely
  • Water in the excavation pumped and the subgrade protected from softening before concrete placement
  • Reinforcement placement and cover confirmed — steel at the wrong depth doesn't provide the designed strength

What else do project teams ask?

What is punching shear in a footing?
Punching shear is the column trying to punch through the footing like a cookie cutter. The check considers a critical perimeter around the column at a distance of half the effective depth, and the footing must be thick enough — or the concrete strong enough — to resist it. It's the most common reason footings end up thicker than bending alone would require.
How is settlement estimated for a spread footing?
From the geotechnical report's compressibility data applied to the contact pressure the footing imposes. Sands settle quickly as load is applied; clays consolidate over months or years. The estimate covers both total settlement and the differential between adjacent footings, since it's the difference that damages the structure.
What happens when footings would overlap?
They get combined — either into a combined footing supporting both columns or, if the whole grid is congested, into a mat foundation. Overlapping pressure bulbs in the soil make individual footings interact, so the honest design treats them as one system. Trying to keep them separate on paper doesn't keep them separate in the ground.
Do spread footings need reinforcement top and bottom?
Bottom reinforcement is standard for the cantilever bending. Top reinforcement is added where uplift, moment from eccentric loading, or construction handling demands it — and temperature and shrinkage steel is required regardless. Unreinforced footings are limited by code to very specific low-demand conditions most commercial projects exceed.

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